25461 PE-1206D SUMMERFIELD EAST
1 , .tj, i: Accive rENGINEER'S REVIEW SHEE T4
P:ans Received Plats File PE-1206D -78
K,)aJ Plans Approved Companiun Files
New Road Standards 5-15-95 Mylar #
Related Files
IlcAring: Buiiding Dcpt.
Techmcal Review
_ f Hai vard Rd Plan
Prehminary Revie%v. Type
~ Large Lot Bldg Square Feet
Date Recerved• 02107l2001
No. Lots. No Acies.
ProJect Name SUMAZEI2FLE:Lll EAS'1' 4TH ADD
Srte Address G DANNC-N, S FORKLR, W PROGRLSS, N. WGLLGSLEY,
Range-Township-Sccuon 44 - 26 - 35 PAKCEL(S): (fir5t 20)
ConJitions Mailed 46353
Flood Zone Ycs
Water Source
Sewer Source
School Dist
Fue Dist
Phonc Dist
Os%ncr
Kenneth J Tupper
Eiig Billing 327NTZe sity Enginccr
Kenneth J Tupper SPOKANE, WA 99206- ' F.~V~
Phone (509) 981-4355 lohn Frank Saywcrs
322 N Unvcrsitv CLC ASSOCIATGS fNC
~K4~e WA 1?~ 707 w7tn nv , zoo
SPOKANE, WA 99206-
Phone (509) 981-4355 SPOI:ANE, WA 99204-
Phone (609) 458-6840
Signcd Name KENNE"fH TUPPER Fax (509) 458-6844
Building Ph 477-3675 / Planning Ph 477-2205 Contact
Date Submitted Description Initials
Eiig Need Technicaliy Complete 6ng Need Harvaid Rd Ivlitigation
Eiig Need Drainage Plans Gng Nced I'iaftic Analysis F.ng Need Other
02/20/2001 Eiig Agree Pay Fees Recerved ~ A~ _P~Eng Final Plat Fecs Completed
Copy to Accounhng
Eiig Agree Pnonry Fees Received Eng Prelim Plat Fees Completed
Nonce to f'ublic / Notice to Pubhe # 1 3 4 6 Completed - or Needs to be signeJ
Design DeviaUOn Dates (In-0ut)
T~on-a quanaes to-r-
drainage item calculated
Hcanng Uate Uccision App _ Den _ Cond _ Appid BCC _
Appealed W BCC Decision App _ Den _ Cnnd _ Appld C'ourt _
Appealed to Cuurt Deciswn App _ Den _ Cond _ Appld _
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BEFORE SPOKANE COUNTY DMSION OF PLANNING
IN THE MATTER OF AN EXTENSION
OF TIIVIE REQUEST FOR PE-1206-78/ZE-202-78 ) FINDINGS OF FACT
SUMIIMRFIELD EAST, AN APPROVED ) CONCLUSIONS AND
PRELIIVIINARY PLAT AND ZONE ) DECISION RECLASSIFICATION )
THIS MATTER, a request for an extension of time from Five Fifly, LLC, c/o Ken Tupper, has been received
and decided upon, pursuant to Section 12.100.118 of the Spokane County Subdivision Ordinance and RCW
58.17.140.
FINDINGS OF FACT AND CONCLUSIONS
1. The individual signing below has been properly delegated the responsibility for rendering this decision
by the Director of the Spokane County Division of Planning.
2. The original proposal was to subdivide approximately 91 acres into 2681ots for single family
dwellings and a Zone Reclassification from Agricultural (A) to Single Family Residential (R-1).
3. The subject preliminary plat was approved by the Hearing Examiner Committee on January 30,1979.
4. The proposal is generally located north of Wellesley Avenue, south of Forker Road and west of
Progress Road in Section 35, Township 26 North, Range 44 E. W.M. Spokane County, Washington.
5. The existing zoning of the property described in the application is Urban Residential-3.5 (UR-3.5),
previously established as Agricultural (A) zoning in 1961 and redesignated to. Urban Residential-3.5
(LJR-3.5) on January 1, 1991 consistent with the Program to Implement the Spokane County Zoning Code. Pursuant to RCW 58.17.195 the proposal does conform to the requirements of the existing UR-
3.5 zone.
6. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the location is
within the Priority Sewer Service Area. The Comprehensive Plan designation remains the same since
the original preliminary plat approval. Portions of the preliminary plat adjacent to Forker Road are
affected by the Spokane County Arterial Road Plan. Implementation of the arterial road plan will
require reservation of a Future Acquisition Area and special setbacks adjacent to Forker Road. On
August 24, 2001, the Board of County Commissioners adopted a new Spokane County
Comprehensive Plan (see Resolution #1-0799). The new Comprehensive Plan designates the subject
property as Low Density Residential. Adoption of Phase I Development regularions on January 15,
2002 did not change the zoning for the subject property and the existing Urban Residential-3.5 (UR-
3.5) zone remains effective.
7. Spokane County has established specific criteria for considering the extension of time for the
expiration of preliminary subdivisions. These criteria are found in Section 12.100.118 of the Spokane
County Subdivision Ordinance.
Section 12.100.118 states, "The Director may administratively approve an extension of time provided there are no significant changed conditions which would render the filing of the plat or binding site
plan contrary to the public health, safety or general welfare, and further provided one or more of the
following circumstances I found to apply." The following are the relevant sections of Section
12.100.118 and the Division of Planning response:
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l. That same gartion of the existing preliminary plat has been finalized since the leist extensian
was granted and the remaining lats wauld form a unified development cansistent with the
original appror+al;
RESPaNSE. Faur phases of the flriginal presiminary plat havc bcen finafized far a total of
135 luts with 133 Sats remaining to be finalized. Additionel phases har+e not been suhmitted
far final glat review.
2. 1'ha# ths preliminary subdiVisivn, short subdivision, vr binding sitc plan remains genera[ly
cnnsistent with the originai pIat ar hinding site plan that was approved, and the sponsflr has
taken substantial steps towards finalizing the p1at ar binding site plan, which shafl include one,
but is not limited ta, the fotlovving:
a. surveying the lots within #he develnpment,
h. arranging for pulrlic services to thc site,
c. abfaining necessary financing for all or a portivn of the preliminary plat subdirrisionr short
subdivisiorr, ar binding site plan,
d. the campletian of studies or other rcyuirements, whech were part of preliminary
sutsdivisian, short subciiwision, ar binding site plan appraval;
RESF'(]NSE: The preliminar}r plat is generaliy consistent with the original preliminary plat,
' and the applicant has cflnducted engineering and gealogical invsstigation to documen# desircd
atnendments to aurrent floud plain baundaricsldesignatians. (5es T7iVision of Enganeering
conditivn #19.) The agplicant has aIso prepared engineering reparts foa canstntctian of a
stnrrnwster management system. In addiLion, the applicant is preparing a final plat (for 55
Iats) for review hy Spokane +Cvunty. A"draft'° revised final plat map vf#he Sumrtterfield East
0 AdditiQn wss submitted ta the DiVision of Planning an Merch 22, 2401. These pians must
be accepted hy Spnkane County prior to finalixatinn of any fur#her ghases,
3. That at the time preliminary approval wals granted, develapment of thc propDsal was
canditioned upon the extension of public sen+ices, which are not yet available. TFl1S FPDYi$1oI1
sha11 not apply to public utility extension, which the praject sponsor would normelly fund.
RESPONSE: lV'at applicable.
4. That administraiiVe delays haVe caused the inability of the appiican# ta finaiize the plat within
the five (5) year time perivd.
RESPONSE: Administrative delays in resolutiQn of the current flood plain boundaries and
designatinn have prevented finalization of the remaining portinns nf#he preliminary p1$t.
8. Additional conditians have been recammended by reviewing agencies and departmen#s, including the
Spokane Cottn#y Divisinn of Engineering.
9. This is tha tcnth request fnr a time extension. 'Fhe tatal life of the preliminary plat has been
appraximateiy 22 years.
10. The fallawing facts are alsn reler+ant.
a. Section 12.100.11$ of the Spokane County Subdivision Ordinance states "the DirectQr may
grant anc three (3) year #ime extension that may include any additianal or altered cnnditinrts
and requirements recammended hy affected agencies. Additiflnal one (1) year time extertsians
rnay he granted by the I3irector beyvnd the initia[ three (3) year extensian. Based on the
abovs, thc appfican# is adVised that future time extensinns may only be granted upon
demanstratian of cornpliance with the extensinn criteria identified by Sectian 12. 100.118 and
for one (1) year incr$ments.
11. Thc applicantlowtierr should shaw substantialIy greater prngress tvward cnmplying +with SectiQn
12.100.18 of the Subdivisinn Ordinance before requesting an additianal extensian of tirne.
PE-1206 5--7$ Sumnnefield East, Extension of Time
" Page 2 of 10
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DECISION
BASED UPON THE ABOVE Findings of Fact and Conclusions, ari extension of time request for application
PE-1206-78/ZE-202-78 is hereby APPROVED until February 1, 2003 and subject to those conditions
specified by Division of Planning Findings of Fact, Conclusion and Decision dated January 11, 1996, updated
as follows: New conditions are illustrated in bold text and revised conditions are iUustrated as-st+ike-t#fough
or underlines.
CONDITIONS OF APPROVAL
SPOKANE COUNTY DIVISION OF PLANNING (UPDATED)
1. Subsequent extension of time will only be considered upon a finding of substantial compliance with
Section 12.100.118, of the Spokane County Subdivision Ordinance.
2. The preliminary plat is given a time extension for one (1) year, specifically to February 1, 2003. The
applicant may request an extension of time by submitting a written request at least thirty (30) days
prior to the above expiration date.
3. The conditions of approval apply to the preliminary subdivision of record.
4. The preliminary subdivision shali comply with the Urban Residential-3.5 (UR-3.5) zone as amended.
5. The finat plat shall be designed substantially in conformance with the preliminary plat of record. No
increase of density or number of lots shall occur without a change of condition application submittal
and approval.
6. The Planning D'uector/designee shall review any proposed final plat to ensure compliance with these
Findings and Conditions of Approval.
•7. A final plat name shali be indicated before the final plat is filed, such name/number to be approved by
- the Planning Director/designee.
8. Appropriate road name(s) shall be indicated.
9. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all private or
public roads. The dedication shall contain the following statement:
"Side yard and rear yard setbacks shall be determined at the time buildinp permits are requested unless
these setbacks are specifically draRed on this final plat. The setbacks mdicated on this plat may be
varied from if proper zoning approvals are obtained."
10. Appropriate utility easements shall be indicated on copies of the proposed final p(at. Written approval
of utility easements by appropriate utility companies shall be received with the submittal of the final
plat.
12. Four (4) cunent certificates of title shall be furnished to the Division of Planning prior to filing the
fmal plat.
13. Prior to filing of all or a portion of the final plat, the applicant's surveyor shall submit one or more
maps outlined in red of the area being finalized. The scale shall match the appropriate assessor's map
scale.
14. The Spokane County Planning Department shall prepare and record with the County Auditor a Title
Notice specifying a future land acquisition area for road right-o€way and utilities. The reserved
future acyuisition area Title Notice shall be released, in full or in part, by the Planning Departrnent.
The notice should be recorded within the same time frame as an appeal and shall provide the
following:
a. At least 20 feet of reserved future acquisition area for road right-of-way and utilities, in
addition to the existing and/or newly dedicated right-of-way along Forker Road.
PE-1206-78 Summerfietd East, Extension ofTime
Pege 3 of 10
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b. Future building and other setbacks required by the Spokane County Zoning Code shall be
measured from the reserved future acquisition area.
c. No required landscaping, parking,'208' areas, drainfield or allowed signs should be located
within the future acquisition area for road right-of-way and utilities. If any of the above
improvements are made within this area, they shall be relocated at the applicant's expense
when roadway improvements are made.
d. The future acquisition area, until acquired, shall be private property and may be used as
allowed in the zone, except that any improvements (such as landscaping, parking, surface
drainage, drainfield, signs or others) shall be considered interim uses.
15. The plat dedication shall contain the following statement for those lots located on a stub road or
temporary cul-do-sac:
"Lot(s) [ ] , Block(s) [ J are located on a temporary cul-de-sac/stub road. This temporary cul-de-
sac/stub street may be extended to provide access to adjacent property and/or connect to existing
roads or new roads as development and/or circulation needs dictate."
16. The final plat shall indicate yard setback arc lengths on cul-dasac lots, which meet or exceed the
minimum frontage of the underlying zone of the final plat.
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, appr-oved water. system will
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17. A survey is required prior to the filing of a final plat.
22. S
Chapter- > Sergien > ;
PE-1206-78 Summerfield East, Extension of Time
Page 4 of 10
18. That the sponsor constructs a 6 foot chainlink fence around the entire periphery of the retainage basin
in the storm drainage plan.
19. That all construction will be monitored by the Spokane County Air Pollution Control Authority to
insure compliance with air pollution requirements and control techniques.
20. That the sponsor limits the construction activities from 7:00 a.m. to 6:00 p.m.
21. That the sponsor provides and constructs 6-foot sidewalks excluding curbs (in addition to those
required along the pathways) and bike paths along the plat boundaries of Progress Road, and
Wellesley Avenue as required and approved by the Spokane County Engineer.
22. That the sponsor construct a 6 foot chainlink fence along the approximately 900 feet common lot line
shared by this proposal and property owned by Tony Danelo, prior to any finalizing of any phase of
this project. Mr. Danelo's property is legally defined as West Farms Inigated Tracts Plat #4, Blocks
113 and 112.
SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS
Prior to release of a building permit or use of property as proposed:
1. The conditional approval of the plat is given by the County Engineer subject to dedication of rightof-
way and approval of the road system as indicated in the preliminary plat of record.
,
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plans,
,
tha Land-ast-ien:
2. A Professional Engineer, licensed in t6e State of Washington, shall submit final road and
drainage plans, a drainage report and calculations t6at conform to the 2001 Spokane Connty
Standards for Road and Sewer Construction, the current edition of the Spokane County
Guidelines for Stormwater Management, and all other applicable standards. The plans and
report shall receive the County Engineer's acceptance prior to release of a construction or
building permit or approval of the final plat.
3. Construction within the proposed public streets and easements shall be performed under the direct
supervision of a licensed engineer/surveyor, who shall furnish the County Engineer with "As Built"
plans and a certificate in writing that all improvements were installed to the lines and grades shown on
the approved construction plans and that all disturbed monuments have been replaced.
4. No construction work is to be performed within the existing or proposed Public rightof-way until a
permit has been issued by the County Engineer. All work is subject to inspection and approval by the
County Engineer.
PE-1206-78 Summerfield East, Extension of Time
Page 5 of 10
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5. All construction within the existing or proposed Public rightof-way is to be completed prior to filing
the final plat or a bond in the amount estimated by the County Engineer to cmer the cost of
construction of improvements. Construction certification, "As Built" plans and monumenting the street
centerlines shall be filed with the County Engineer:
6. No direct access from lots to stub road connections until such roads are constructd to County standards
and established as county roads.
7. Road design, construction, and drainage control for ono-half (1/2) rights-of-way and stub road
connections are the responsibiliry of the owner, developer or applicant.
8. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of
Commissioners Resolution No. 80 -1592 1-0298, as amended, which establishes regulations for roads,
approaches, drainage and fees in new construction.
9. A statement shall be placed in plat dedication that no direct access be allowed from lots to Wellington
Avenue, Forker Road and Progress Road.
10. Dedication of 20 feet of additional right-of-way along Progress Road is required.
11. That the sponsor allocate and redesign north access road intersection at Progress Road. Design
standards for neighborhood collection arterial should be used.
12. That the sponsor provide 50 foot radius cul-de-sac rights-of-way.
13. That the sponsor provide and construct 6 foot sidewalks excluding curb abng pathway routes as
designated by the County Engineer, and shown on the preliminary plat of record, and along Wellesley
Avenue.
14. That the sponsor provide stub road connections, to the west, to access center of Tract 103 and south line
of Tract 113 in West Farms Irrigated Tracts.
15. That the sponsor assume responsibility for reconstruction of Progress Road should flooding, caused
through activities of the plat, cause damage to the road.
16. lfiat the stub roads to the west be barricaded, by the sponsor, in a fashion acceptable to the Spokane
County Engineers.
17. There shall be no further finalization of phases until engineering work is completed to evaluate the
impact of storm water runoff from Forker Draw as predicted in newly released FEMA maps anl
reports. Storm water management plans shall be developed prior to finalization of any further phases.
t3t ,
18. A bond for the anticipated engineering inspection and certification portion of the project shall be posted
with the County Engineer prior to plan acceptance.
PE-1206-78 Summerfield East, Extension ofTime
Page 6 of 10
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and , the pr-ior- ph-ase shall -h-a eemplated and eeFtified PFiGi: tO " subminal of plans. for. th
dependent ph-ass- of tha- development, One -fa-a-t- na- aGGOSS MAPS OR Pub"G FOadS Will ROt W FOIsas
I-ntol the wbjerat phase is eempleted, es-Adfied ii-nd- nefi aGG@pted phase of the development may b
allawad aind no plans will be aGG@pted by Spokane GOURt)' fGF GGAStRIGA60A "RIOSS thO PAGF Phase i
c;empleted -and- a-artifie-d- by the Sponser-'s gag-neer.
24. Adequate drainage easements, gmted to Spokane County an"r. aft aGGeptable maintenanre entity,
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19. Condition No. 18 in Spqkane County's Finding of Fact and Conclusions for PE-1206-78, Sumerfield
East are hereby amended as follows:
a. Within the development all lots shall be required to have site plan s6owing lowest adjacent
grade aad lowest opening at least 2 feet above curb elevation for residence and concrete
garage slab at lease 18 inches above curb elevatioa.
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b. Each lot will reqaire a tloodplain development permit prior to any development (to
include gradiag, Glling, eacavating, paving, construction and ot6er development
, activities)
Poodplai~
c. Plat shall contain language identifying the area as a flood 6azard area, alerting
homeowners of the requirements for developing within the floodplain.
d. No further plat encroachment or finalization of phases may occur within the Zone A
Floodplain without a CLOMR.
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20. The County Engineer has examined this development proposal and has determined that the
impact of this proposal upon the existing County Road System warrants the dedication of
additional Right of Way and the roadway improvements herein specified.
21. "The applicant is advised that there may exist utilities either uaderground or overhead effecting
the applicant's property, including property to be dedicated or set aside future acquisitfon.
Spokane County will assume ao financial obligation for adjustments or relocation regarding
PE-1206-78 Summerfteld East, Extension of Time
Page 7 of 10
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these ntilities." "The applicant shonld contact the applicable utilities regarding responsibility for
adjustment or relocation costs and to make arraagements for any necessary work."
22. Erosion Control: A Temporary Erosion and Sedimentation Coatrol (TESC) plan shall be
prepared by a WA State licensed Professional Engineer and implemented t6ronghout the
duration of construction. The TESC plan is to be prepared using best management practices
(BMP's) currently accepted wlthin the Civil Engineering profession. The TESC plan is to
include, at a minimum, a grading plan, location and details of silt control structures, and street
cleaning program. Runoff from exposed areas shall be filtered prior to discharging iato a
detention pond, swale, infiltration facility, or natural drainageway. The TESC plan is to be
lncluded in the road and drainage plans. The applicant's Engineer is to submit the TESC plan
and supporting calculations to Spokane County prior to site' distur6ance. The TESC major
structures (such as silt ponds, silt traps) are to be installed prior to other site work and the
TESC measures are to be implemented and maintained througbout the duration of construction,
including house construction.
23. Any part of the drainage system that lies outside of the public right-of-way will neither be
maintained nor operated by Spokane County forces. Prior to plan acceptance by the County
Engineer, t6e Sponsor shall provide a mechanism, acceptable to t6e County Engiaeer, for the
perpetnal maintenance of the storarwater drainage system. This mechanism shall also provide
for the fanding of routine maintenance and the replacement of the varlous components of the
drainage system at the end of t6e service life of the respecNve components, and any other
improvements that may be legally required in the future. An Operations and Maintenaace
Manual for the stormwater management system shall be prepared by the Sponsor's Engineer,
and included in the project documents submitted to t6e County Engineer for acceptance, along
with a discussion of the design life of the various components, a calcutated annual cost for repair
and maintenance, and a calculated replacement cost. Homeowners Associations are accepted by
. the Spokane County Engineer for carrying out the required mainteaance functions and
responsibilities.
24. Appropriate provision shall be made that the following described property be held in trust until the
continuation of the streets be dedicated or deeded: A one (1}foot strip at the ends or edges of aU streets
that terminate or border the plat boundary. (Temporary cul-de-sacs are required when streets terminate
at the plat boundazies of the final plat.),
25. Individual driveway access permits are required prior to issuance of a building permit for driveway
approaches to the county road system.
26. All public roads within the plat shall be designed and constructed to Spokane County standards.
SPOKANE REGIONAL HEALTH DISTRICT
. 1. The final plat shall be designed as indicated on the preliminary plat of record and/or any attached
sheets as noted.
2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for
distribution by the Planning Department to the utility companies, Spokane County Engineer and the
Spokane Regional Health District. Written approval of the easements by the utility companies must be
received prior to the submittal of the final plat.
3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County.
4. Water service shall be coordinated through the Director of Utilities, Spokane County.
5. Water service shall be by an existing public water supply when approved by the Regional Engineer
(Spokane), State Department of Health.
PE-1206r78 Summerfleld East, Extencion ofTime •
Page 8 of 10
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6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County
Health District that an adequate and potable water suppiy is available to each lot of the plat.
7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded
service area of the water system proposed to serve the plat.
8. A plan far water facilities adequate for domestic use, domestic irrigation use and fire protection use
shall be approved by the water purveyor. Said water plan must have been approved by the fire
protection district and the appropriate health authorities. The health suthorities, water supplier
(purveyor) and the fire protection district will certify, prior to the filing of the final plat, on the face of
said water plan that the plan is in conformance with their requirements and will adequately satisfy
their respective needs. Said water plan and certification will be drafted on a transparency suitable for
reproduction.
9. The purveyor wili also certify prior to filing the final plat on a copy of said water plan that appropriate
contractual arrangements have been made with the plat sponsor for construction of the water system,
in accordance with the approved plan and time schedule. The time schedule will provide, in any case,
for completion of the water system and inspection by the appropriate health authorities prior to
application for building permits within the plat.
The contractual arrangements witl include a provision holding Spokane County/City of Spokane,
Spokane Regional Health District and the purveyor harmless from claims by any lodtract purchaser
refused a building permit due to failure of the plat sponsor to satisfactorily complete the approved
water system.
10. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane Regional
Health District that suitable sites for on-site sewage disposal systems are available on all lots within
the approved preliminary plat not atready finalized.
: • 11. Subject to specific application approval and issuance ofpermits by the health officer, the use of
, individual on-site sewage disposal systems may be authorized.
12. The dedicatory language of the plat will state:
"Subject to specific application approval and issuance of permits by th8 Health Officer, the use of
on-site sewage systems may be authorized."
13. The dedicatory language on the plat shall state:
"Use of private wells and water systems is prohibited."
14. T'he plat dedication will contain a statement to the effect that:
"The public water system, as approved by county and state health authorities, the local fire district
and purveyor, will be installed within this plat, and the subdivider will provide for individual
domestic water service as well as fire protection to each lot prior to sale of each lot."
SPOKANE COUNTY DIVISION OF UTILITIES
1. Pursuant to the Board of County Commissioners Resolution No. 80-0418, the use of oo- site sewer
disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules
and regulations of the Spokane County Health District and is further conditioned and subject to
specific application approval and issuance of permits by the Health District.
2. Any water service for this project shall be provided in accordance with the Coordinated Water System
Plan for Spokane County, as amended.
3. Each new dwelling unit shall be double-plumbed for connection to future area wide collection
systems.
PE-120678 Summerfield East, Extension of Time
Pege 9 of 10
DATED TMS 1eDAY OF FEBRUARY, 2002
e-I
PPlanner
Pursuant to ESHB-1724 and Spokane Board of County Commissioners resolution 1-0700, this document is
also considered the NOTICE OF DECISION. Under state law and county ordinance, you have the right to
appeal this decision to the Spokane County Hearing Examiner. Upon receipt of an appeal, a public hearing
will be scheduled. To file such an appeal, you must submit a letter along with the appropriate processing fee
payable to the Spokane County Division of Planning; within fourteen (14) calendar days from the date this
decision is signed. If you have any questions, please call the Planning Department at 477-7200.
c: Spokane County Division of Engineering & Roads, Scott Engelhazd
Spokane County Division of Engineering & Roads, John Hohman
Spokane County Division of Utilities, Jim Red
Spokane County Stormwater Utility, Brenda Sims
Spokane Regional Health District, Steve Holderby
Spokane County Division of Building and Code Enforcement, JeffForry
Ken Tupper, Five Fifty, LLC, 322 N. University Rd., Spokane, W A 99206
CLC Associates, 707 West 7th Avenue, Suite 200, Spokane, WA 99204
PE-1206-78 Summerfield East, Extension of Time
Page 10 of 10
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BEFORE SPOKANE COUNTY DIVISION OF BUIILDING AND PLANNING
IN THE MATTER OF AN EXTENSION )
OF TIME itEQUEST FOR PE-1206-78/ ) FINDINGS OF FACT
ZE-202-78; SUMMERFIELD EAST, ) CONCLUSIONS AND
AN APPROVED PRELIMINARY PLAT ) DECISION
THIS MATTER, a request for an extension of time from Kenneth Tupper has been received and
decided upon, pursuant to Spokane County Subdivision Ordinance Section 12.100.118 and RCW
58.17.140.
FINDINGS OF FACT AND CONCLUSIONS
1. The individual signing below has been properly delegated the responsibility for rendering
this decision by the Spokane County Division of Building & Planning Director.
2. The original proposal was to subdivide approximately 91 acres into 2681ots for single
family dwellings and a zone reclassification from Agriculture (A) to Single Family
Residential (R-1).
3. The subject preliminary plat was approved by the Hearing Examiner Committee on
January 30, 1979.
4. The proposal is generally located north of Wellesley Avenue, south of Forker Road and
west of Progress Road in Section 35, Township 26 North, Range 44EWM, Spokane
County, Washington.
5. The existing zoning of the property described in the application is Urban Residential-3.5
(UR-3.5) previously established as Agriculture (A) zoning in 1961 and redesignated to
Urban Residential-3.5 (UR-3.5) on January 1, 1991 consistent with the Program to
Implement the Spokane County Zoning Code. Pursuant to RCW 58.17.195 the proposal
does conform to the requirements of the existing UR-3.5 zone.
6. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the
location is within the Priority Sewer Service Area. The Comprehensive Plan designation
remains the same since the original preliminary plat approval. Portions of the
preliminary plat adjacent to Forker Road are affected by the Spokane County Arterial
Road Plan. Implementation of the arterial road plan will require reservation of a Future
Acquisition Area and special setbacks adjacent to Forker Road.
7. Spokane County has established specific criteria for considering the extension of time for
the expiration of preliminary subdivisions. These criteria are found in Section
12.100.118 of the Spokane County Subdivision Ordinance (effective 1/1/97).
Section 12.100.118 states, "The Director may administrative approve an extension of
time provided there are no significant changed conditions which would render the filing
of the plat or binding site plan contrary to the public health, safety or general welfare, and
Extension of Time Findings File No. PE-1206-78/ZE-202-78 Page 2
further provided one or more of the following circumstances is found to apply." The
following are the relevant sections of Section 12.100.118 and the Division of Building &
Planning response.
1. That some portion of the existing preliminary plat has been finalized since the
project was approved and the remaining lots would form a unified development
consistent with the original approval;
RESPONSE: Four (4) phases of the original preliminary plat have been finalized
for a total of 1351ots. 133 lots remain to be finalized. No phases have been
finalized subsequent to the previous extension of time.
2. That the preliminary subdivision, short subdivision, or binding site plan remains
generally consistent with the original plat or binding site plan that was approved,
and the sponsor has taken substantial steps towards finalizing the plat or binding
site plan, which shall include one, but is not limited to, the followmg:
a. surveying the lots within the development,
b. arranging for public services to the site,
c. obtaining necessary financing for all or a portion of the preliminary
subdivision, short subdivision, or binding site plan,
d. the completion of studies or other requirements which were part of
preliminary subdivision, short subdivision, or binding site plan approval;
RESPONSE: The preliminary plat is generally consistent with the original
preliminary plat, and the applicant has conducted engineering and geological
investigation to document desired amendments to current flood plain
boundaries/designations. Completion of engineering work to evaluate stormwater
runoff from the Forker Draw is a specific requirementJcondition imposed on the
• preliminary plat (see Spokane County Division of Engineering Condition No. 18).
The applicant has also prepazed engineering reports for construction of a stormwater
management system. In addition, the applicant is preparing a final plat (for 55 lots)
for review by Spokane County. These plans must be accepted by Spokane County
prior to finalization of any further phases.
3. That at the time preliminary approval was granted, development of the proposal was
conditioned upon the extension of public services which are not yet available. This
provision shall not apply to public utility extension which the project sponsor would
normally fund.
RESPONSE: Not applicable.
4. That administrative delays have caused the inability of the applicant to finalize the
plat within the five (5) year time period.
RESPONSE: Administrative delays in resolution of the current flood plain
boundaries and designation have prevented finalization of the remaining portions of
the preliminary plat.
8. Additional conditions have been recommended by reviewing agencies and departments,
including the Spokane County Division of Utilities, Spokane County Division of
Stormwater Utility and the Spokane County Division of Engineering.
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Extension of Time Findings File No. PE-1206-78/ZE-202-78 Page 3
9. This is the ninth request for a time extension. The total life of the preliminary plat has
been approximately 20 years. 10. The following facts are also relevant.
a. This extension of time is the first extension request to be processed under the
Spokane County Subdivision ordinance adopted on December 17, 1996 and
effective on January 1, 1997. Section 12.100.118 of said ordinance states that "the
Director may grant one three (3) yeaz time extension that may include any
additional or altered conditions and requirements recommended by affected
agencies. Additional one (1) year time extensions may be granted by the Director
beyond the initial three (3) year extension. Based on the above, the applicant is
advised that future time extensions may only be granted upon demonstration of
compliance with the extension criteria identified by Section 12.100.118 and for one
(1) year increments.
11. The applicandowner should show substantially greater progress towazd complying with
Section 12.100.118, of the Spokane County Subdivision Ordinance before requesting an
additional extension of time.
DECISION
BASED UPON THE ABOVE Findings of Fact and Conclusions, an eactension of time request for
application PE-1206-78/ZE-2-278 is hereby APPROVED until February 1, 2002 and subject to
those conditions specified by Findings of Fact, Conclusions & Decision dated January 11, 1996
together with the following updated conditions.
CONDITIONS OF APPROVAL
SPOKANE COUNTY DIVISION OF BUILDING & PLANNING (UPDATED)
1. Subsequent extension of time will only be considered upon a finding of substantial
compliance with Section 12.100.118, of the Spokane County Subdivision Ordinance.
2. T'he preliminary plat is given a time extension for three (3) yeazs, specifically to February
2, 2002. The applicant may request an extension of time by submitting a wntten request
approximately thirty (30) days prior to the above expiration date.
SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS (UPDATED)
Prior To Issuance Of A Buildine Permit Or Use Of The Pronertv As Pronosed:
1. A Professional Engineer, licensed in the State of Washington, shall submit final road and
drainage plans, a drainage report and calculations that conform to all current standards
and laws governing stormwater management in Spokane County. Final drainage plans
and a drainage report shall receive the County Engineer's acceptance prior to release of a
construction or building permit, or approval of the land action.
. Extension of Time Findings File No. PE-1206-78/ZE-202-78 Page 4
2. The stormwater management systems and roads for this plat shall be constructed and
certified to be constructed in accordance with the accepted road and drainage plans, or all
the required improvements must be bonded for in accordance with Spokane County
regulations, prior to the recording of the final plat. Record drawings and all construction
documentation shall be submitted with the proper certification statement.
3. A bond for the anticipated engineering inspection and certification portion of the project
shall be posted with the County Engineer prior to plan acceptance.
4. If the project is phased and one phase depends on another phase for access and/or
drainage treatment and disposal, the prior phase shall be completed and certified prior to
the submittal of plans for the dependent phase of the development. One foot no access
strips on public roads will not be released until the subject phase is completed, certified
and accepted by Spokane County for maintenance. No access through a non certified and~
non-accepted phase of the development may be allowed and no plans will be accepted b
Spokane County for construction unless the prior phase is completed and certified by the
Sponsor's Engineer.
5. Adequate drainage easements, granted to Spokane County and/or an acceptable
maintenance entity, must be provided for all elements of the drainage plan, in order that
proper maintenance may be performed. Easements for drainage ditches and natural •
drainage channels shall be wide enough to contain within the easement the runoff from a~
50 year, 24 hour storm event for the contributing basin, plus a 30% freeboard. The
easement shall also include an adequate maintenance access for the drainage course.
6. Condition No. 18 in Spokane County's Findings of Fact and Conclusions for PE-1206-
78, Summerfield East are hereby amended as follows:
a. Within the development all lowest floors, including basement floors shall be at or
above elevation 2036, as this floodplain has been delineated as an alluvial fan, the
structures shall be constructed to withstand any expected debris flow.
b. All lots created must have a suitable building azea outside the limits of the Zone A
floodplain.
c. Development sha11 only occur within the Zone B without further floodplain analysis.
Development includes, but is not limited to buildings or other structures, grading,
excavating, filling, paving. Floodplain Development Pernuts shall be obtained for all
development partially or wholly within the Zones A or B.
d. Scaling off the map is not acceptable, surveyed elevations shall be used to delineate
the floodplain boundary. The east flanlc of the floodplain must be defined by
engineering analysis if it is intended that development will occur in this are.
e. The plat shall contain language identifying the area as a flood hazard area, alerting
homeowners of the requirements for developing within the floodplain.
f. Roads may not be constructed within the Zone A without further information being
supplied to the engineer's Office to show safe ingress and egress during a 100 yeaz
event, and no impact to the floodplain due to road development.
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Extension of Time Findings File No. PE-1206-78/ZE-202-78 Page 5
g. No further plat encroachment or finalization of phases may occur within the Zone A
Floodplain without applying for, obtaining and completing the requirements for a
Conditional Letter of Map Revision (CLOMR) from the Federal Emergency
Management Agency.
SPOKANE COUNTY DIVISION OF UTILITIES (UPDATED)
1. The current Guidelines for Stormwater Management need to be met. 74
DATED THIS s DAY OF JANUARY, 1999.
W.PEDERSON
nior Planner
Pursuant to ESHB-1724 and Spokane Board of County Commissioners resolution 96-0293, this document is also
considered the NOTICE OF DECISION. Under state law and county ordinance, you have the right to appeal this
decision to the Spokane County Hearing Examiner. Upon receipt of an appeal, a public hearing will be scheduled.
To file such an appeal, you must submit a letter along with the appropriate processing fee payable to the Spokane
Counry Division of Building & Planning, within fourteen (14) calendar days from the date this decision is signed.
If you have any questions, please call the Division of Building & Planning at 477-3675.
c: Division of Engineering
Division of Utilities
Regional Health District
Kenneth Tupper, Sponsor
- Inland Pacific Engineering Co., Surveyor
BEFORE SPOKANE COUNTY DIVISION OF BUILDING AND PLANNING
IN THE MATTER OF AN EXTENSION ~ RECEIVED
OF TIME REQUEST FOR PE-1206-78 ) FINDINGS OF FACT
SUMMERFIELD EAST, AN APPROVED ) CONCLUSIONS AND ~AN ~ 2 ~996
PRELINIINARY PLAT ) DECISION
SPOKANE COUNTY ENGINEEF
THIS MATTER, a request for an extension of time from Ken Tupper, has been received and
decided upon, pursuant to Spokane County Subdivision regulation (Chapter III, Section G) and
RCW 58.17.140.
FINDINGS OF FACT AND CONCLUSIONS
1. The individual signing below has been properly delegated the responsibiliry for rendering
this decision by the Spokane County Director of Planning.
2. The original proposal was to subdivide approxunately 91 acres into 2681ots for single
family dwellings and a zone reclassification from Agricultural (A) to Single Family
Residential (R-1).
3. The subject preliminary plat was approved by the Hearing Examiner Committee on January
30, 1979.
4. The proposal is generally located north of Wellesley Avenue, south of Forker Road and
west of Progress Road in Section 35, Township 26 North, Range 44 E.W.M. Spokane
County, Washington.
5. The existing zoning of the property described in the application is Urban Residential-3.5
(UR-3.5), previously established as Agricultural (A) zoning in 1961 and redesignated to
Urban Residential-3.5 (UR-3.5) on January 1, 1991 consistent with the Program to
Implement the Spokane County Zoning Code. The current Urban Residential-3.5 (UR-
3.5) zoning of the subject property is consistent with the original zone reclassification to
Single Fanuly Residential (R-1).
6. The Comprehensive Plan designates this azea of the preliminary plat as Urban, and the
location is within the Priority Sewer Service Area. The Comprehensive Plan designation
remains the same since the original preliminary plat approval. Portions of the preliminary
plat adjacent to Forker Road are affected by the Spokane County Arterial Road Plan.
Implementation of the arterial road plan will require reservation of a Future Acquisition
Area and special setbacks adjacent to Forker Road.
7. Spokane County has established specific criteria for considering the extension of time for
the expiration of preliminary subdivisions, specifically for regular subdivisions, and
department policy for short subdivisions. These criteria are found in Chapter III, Section
G of the Spokane County Subdivision Ordinance and have been used as a basis for this
decision.
Section G states, "Approval of a preliminary subdivision shall automatically expire three
years after preliminary approval is granted unless a time extension is applied for." and
follows with "Upon application for time extension , the Planning Director or designee may '
administraavely approve extensions for up to three (3) year periods provided at least one of
the following circumstances is fount to apply:" The following aze the relevant sections of
Section G and the Planning Department response:
1. That some portion of the existing preliminary plat has been finalized since the last
extension was granted and the remaining lots would form a unified development
consistent with the original approval; .
RESPONSE: Four phases of the original preliminary plat have been finalized for a ~
total of 1351ots with 1331ots remaining to be finalized. Additional phases have not ~
been submitted for final plat review. ,
2. That the preliminary plat as approved remains consistent with the Generalized '
Comprehensive Plan for Spokane County insofar as density AND other development
provisions apply, and the sponsor has taken substantial steps towards finalizing his
plat, which shall include but not be limited to:
a. surveying the lots within the development,
b. arranging for public services to the site,
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Extension of Time Findings PE-1206-78 page 2 ~
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C. vbtairung necessary financing for all Qr a portion of the preTuninary plat, +
d. the cvmpletion of studies or vther requirements whieh were part of preliminary '
plat approVaL-
RESFiDN5E: The applicant has indicaced that engineerang and desiget reparts fvr ;
cvnsttuctian of a storm water managemenc system for managing 100-year flood ^
eVents have been subm.itted tv 5pokane County far review. In addition, tha applicant ~
has sought changes to the identi~'ied 100-year flaod plain boundary. ~
3. That at the tame prelimunary approval was granted, develvpment of the propasal was cond'at.ivned upvn the extensivn of pubIic services whieh are not yet available. This '
provision sha11 nvC apply tv public utility extension which the prvject sponsar would '
normally fund. RESPONSE; Nnt applicabPe. ,
8. 1Vss additivnal conditivns have been recammended by the uarious reviewing agencies and
departments, incPuding the County Engineer's Office, Caunry Healrh I3istrict, Cvunty '
LTtilities and the Department of Btailding & Safety.
9. 'Y'his is the eighth request fvr a time extension. The total life of the preliminary plat ttas °
been approxi_rnately 16 years. ;
10. The fo1lowing facts are alsv relevant. •
a• The appiacant has demanstrated sutastantial progress kawards finalizing the remaining partivns of the preliminary plat. Therefore, a three-year extensiom of [une is
warra,nted. 0
11. The applicantlawner should show continued progress toward campTying with Chapter III, Section G, of the Subdivisivn Ordinance before requesting an additional extensivn of time. ;
DECISif3N '
BASEJ3 LTPQN THE AF3C]VE Findings of Fact aud Cvnclusions, an extensian of tirne request far :
application PE-1206-7812E-202-78 is hereby APFRaVED until February 1, 1999.
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CDNUITTqNS 0F APPR[3yAL '
SP()KANE CQUNTY PLANNING DEPARTMENT (UPI)ATED) :
1. The cvntiitions of approval apply to the preliiainary subdivisivn of recvcd. ;
2• ' The preliminary+ subciivisian shaII compty with the Urban Residentaal-3.5 (UR-3.5) zone as
amended. ;
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3. The final plat shall be designed substantially in confarmance with the preiiminary plat of
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recQrd. No increase of density or number of lots shall occur withvut achange of condition ~
application subrnittal and apprvvaL 4. The Planning i],irectorldesignee shail xeview any proposed fnal plat ta ensure compliance
with these Findings arad Conditions of Appraval. ' -
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5. A final plat narne shall be indicated before ttfe final plat is filed, such naemelnumter tv be
appraved by thc Planning I}irectarldesignee. z
6• Appropriate road name{s} staall he indicated. f
7. The f naI Plat Fnap shalI indicate b a clear, a'
y dashed Iine che requized yard setbacks from aR _
private, "Tract X" ar public raads. The dedicativn shall cQntain the folIowing statement:
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"Side yard and rear yard setbacks shall be deteranined at the time building pemzits are
requested unless these sexhaclcs are specifically drat'ted on this final plat. The setbacks
indicated an this plat rnay be varied fmm if proper zaning approVals are obtained." ~
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8. T'tie preliminary plat is given atime extension fvr three (3) years, specifically to FebruarY ~
1, 1999. The applicant may requesx an extension of tizne hy submpitting a written request ~
approximately fvrty-Fue (45) days grior to the aboVe expiration date. ~
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Extension of Time Findings PE-1206-78 Page 3
9. Appropriate utility easements shall be indicated on copies of the proposed final plat.
Wntten approval of utility easements by appropriate utility companies shaH be received with
the submittal of the final plat.
10. Three (3) current certificates of title shall be furnished to the Planning Department prior to
filing the final plat.
11. Prior to filing of all or a portion of the final plat, the applicant's surveyor shall submit one
or more maps outlined in red of the area being finalized. The scale shall match the
appropriate assessor's map scale.
12. The Spokane County Planning Department shall prepare and record with the County
Auditor a Title Notice specifying a future land acquisition area for road right-of-way and
utilities. The reserved future acquisition area Title Notice shall be released, in full or in
part, by the Planning Department. The notice should be recorded within the same time
frame as an appeal and shall provide the following:
a. At least 20 feet of reserved future acquisition area for road right-of-way and utilities,
in addition to the existing and/or newly dedicated right-of-way along Forker Road.
b. Future building and other setbacks required by the Spokane County Zoning Code
shall be measured from the reserved future acquisition area.
c. No required landscaping, parking,'208' azeas, drainfield or allowed signs should be
located wittun the future acquisition azea for road right-of-way and utilities. If any of
the above improvements are made within this area, they shall be relocated at the
applicant's expense when roadway improvements are made.
d. The future acquisition area, until acquired, shall be private property and may be used
as allowed in the zone, except that any improvements (such as landscaping, parking,
surface drainage, drainfield, signs or others) shall be considered interim uses.
13. The plat dedication shall contain the following statement for those lots located on a stub
road or temporary cul-de-sac:
"Lot(s) [ Block(s) [ ] are located on a temporary cul-de-saclstub road. This
temporary cul-de-sac/stub street may be extended to provide access to adjacent property
and/or connect to existing roads or new roads as development and/or circulation needs
dictate."
14. The final plat shall indicate yard setback arc lengths on cul-de-sac lots which meet or
exceed the minimum frontage of the underlying zone of the final plat.
15. A plan for water facilities adequate for domestic service and fire protection shall be
approved by the water purveyor, appropriate fire protection district, County Building &
Safety Department and County Health District. The agencies will certify on the Water Plan,
prior to the filing of a final plat, that the plan is in conformance with their respective needs
and regulations. The Water Plan and certification shall be drafted on a transparency
suitable for reproduction and be signed by the plat sponsor.
16. The water purveyor shall certify that appropriate contractual arrangements and schedule of
improvements have been made with the plat sponsor for construction of the water system in
accordance with the approved Water Plan. The time schedule shall provide for completion
Of the water system and inspection by the appropriate health authorities prior to application
for building pernuts within the final plat. The arrangements or agreements shall include a
provision holding Spokane Counry and the purveyor harniless from claims by any lot
purchaser refused a building pernut due to the failure of the subdivision sponsor to
satisfactorily complete the approved water system.
17. The final plat dedication shall contain the following statement:
"The public water system, pursuant to the Water Plan approved by county and state health
authorities, the local fire protection district, County Building & Safety Department and
water purveyor, shall be installed within this subdivision or binding site plan, and the
applicant shall provide for individual domestic water service as well as fire protection to
each lot prior to sale of each lot and prior to issuance of a building pemut for each lot."
18. No building permit will be issued for any lot within the final plat until certified by a
Washington state-licensed engineer that "the water system has been installed pursuant to the
approved Water Plan for the final plat," including a signed license stamp. The certificadon
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Extensian vf Time Findings PE-12(}6-78 Page 4 ~
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may be in the form af a letter, but is preferred to be certified on a cvpy of the Water Pian as ~
a schematic map shQwing the "as-brailt" water system.
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19. `I'he Water F'lan and the above four {4} cvnditians of approval regarding the Water Ptan t
tnay be waived by the Planning Directarldesignee upon receipt of letters from the ;
appropriate water purveyor and fire protectian district stating that simple conncctians to an x
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existing, appraved water system will provide adequate dvmestic and fue protection water to
ensure the public heaith, safety and general welfare. '
24, A survey xs required prior to tlze filing of a~'inai piat. ~
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21. Subsequent extension of time wilk vnly he considered upon a finding vf substantial ,
cvmpliance with Chapter M, 5ectivn G, of the SubdivisFOn Ordinance; a[herwise the preliminary subdivision appraVal will became null and v4id.
22. That the sponscrr construct a f foot chainlink fence araund the entire periphery of the
retainage basin in the storm drainage glan. -
23. 'I'tiat all constta,zctian ►n+ill be manitared by tYie Spokane Cflunty A,ir Paliution Gvntrol J
Authority to insure compliance with air paEution requirements and cantral techniques.
24. That the spvnsor limit the cvnstxuctivn actiVities from 7:00 a.m. to 6;90 p.m. ~
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25. That the sponsar provide and construct b foot sir~ewalks excluding cuxbs (in additiron to ;
tfiose required alang the pathways) and bike gaths along the plat baundaries oFProgress
Road, and Wellesley Avenue as requn,red and approved by the. Spokane Caunty Engineer.
26. That the spansvr construct a 5 foot chainZink fence along the approximately 900 feet commmon iot line shared by this proposal and praperty vwned hy Tony Uanelv, prior to any
finalizing of any phase of this project. Mr. Danela's property is legally def ned as West -
Farms Urigated Tracts Flat #4, Blacks 113 and 112.
SPUKANE COi]NTY ENGINEER I]EPARTMENT (iJPDATED)
i. The canditional approval of the p1at is given by t,he County Engineer subject to dedicatian of right-af-way and appraval of the rvad system as indicated in rkte preIimiuary plat af -
recflrd,
2. Plan,s, profiIes, and crass-sections as designed to County standards shvwing propvsed ~
street centerline and curb gxades shal1 be submitted to the Counry Engineer for approval ~
prior to constructian andlvr the filing of each futal plat, road glans to be prepared under the
direction of a Iicensed Professional Civii Engineer.
3. I]rainage plans artd design calculations showing the alignment af drainage faexlities shall }x '
subrrutted to the County Engineer for approval privr to eonstruction ancVor the f ling o£ the
~'inal plat. Drainage pla.rxs to be prepared under the direction af a Iicensed PrQfessional Civil '
Engineer. z
4. CansCructivn within the prapcased public s#reets and easements shaI1 be performed under the '
direct supervision of a Iicensed enginesrlsurveyar, who shall furnish the County Engineer with "as-truilt" plans and acertificate in wrnting that all imprvvements were instOed to the ,
lxnes and grades slavwn on tne apprvved cvnstructian pTans and that all disturbed
monuments have been replaced.
5. lwio construction wvrk is to be perfarmed within ihe existing ar propQSed public right-of- ~
way until a permit has been issued by the Coranty Engineer. All work is subjeet to
inspection and approval by the County Engzneer.
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6. AIl cvnstruction within the existing ar prvposed public right-of=way is to be completed .
privr to filing each final plat, ar a bond in the amount estimated by the Connty Engineer to -
caVer the cost af canstnictian of improvements, construction certification, "as-built" plans ;
axtd manumenting the stxeet centerlines shaPl be filed with the Cvranty Enguteex.
7. Na dzrect access from lats to stub rctad conneetions until such roads are construcked to
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County standards and established as caunty roads. ,
8. Road design, consfixuctivn, and drainage contrvl fvr ane-half (112) rights-of-way and stub
road conneetivns are the responsibiliry of the owner, developer or applicant.
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Extensibn of Time Findings PE-1206-78 Page 5 ~
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9. The proposed subtiivisivn shalI be irtaproved to the st.andards set forth in Spokane Cvunty ~
Board of Cornzilissivners ResoIutian IVo. 80-1592, as arnended, which resalution ~
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eST.ab715I1e5 TeguIaT.iQIIS fi]T T'OadS, approaches, drainage and fees in new canstruction. 3
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10. A statement shall be glaced in plat dedicatian that na direct access be allowed from lvts to
Wellxngton Avenue, Forker Road, and Frogress Raad ;
11, Dedicatavta of 20 feet af additianal right-of-way aiang Progress Road is required, i
12. That the sponsor allacate and redesign nflrth access road intersectivn at Prvgress Raad. Design standards far neighborhovd collectivn acterial should be used. ,
13. That tne spansQr prvvide 50 fpot radius cul-de-sac raghts-vf-way. `
14. That tlie sponsvr pravide and cvnstcvct 6 foot sidewalks excluding curb alang pathway ;
routes as designated by the Cvunty Engineer, and shawn vn the preliminaty plat sf recard,
and along VVe1PesIey Avenue.
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IS. Tr1$t thB 5p0Ci$C!T pCoVIde StlIb T4ad CDII111eCt1Df15, to the west, to access eenter vf Tract 103
and sauth line a#' Tract 113 inWest Farnis Irrigated Tracts. ~
16. That the sponsor assume responsibility for reconstructivn af Pragress Rvad shonld ~
flapding, caused th.rough activities of the pTat, cause damage to that raad.
17. That the stuh :roads to the west be barricaded, by the spvnsaz, in a fashivn acceptable to the ~
Spvkane Caunty Engineers.
18. There shall be no further finalization af phases until engineering work is completed to
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evaluate the impact of stvrm watex runaff frvm Fvrker T3raw as predicted in newly reieased ~
FEMA maps and reports. Starrn water management plans shal1 be develvped privr to :
finalization of any further phases.
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SP+C3KANE C[]UNTY HEALTH DTSTRICT (UFDATEI])
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1. The final plat shall be designed as incticated vn the preliminary plaC of recard andlor any ~
attached sheets as nvted.
2. Apprvpriate utiliry easements shall be indicated on capies of trie preliminary plat af recvrd .
fvr dsstributian by the Fianning Department to the utility cvmpanies, Spokane County °
Engineer an.d the Spakane County Health I7istrict. Written approval of t,he easements by
the utility cvmpanies must be received priar to the submittal of ihe final plat, ~
i
3. Sewage dispvsal method shalI be as authori2ed by the Director of Utzlities, Spvkane
County. :
t
4. Water service shall be coordinated through the Director of CTtilities, Spokane Cvunty. `
~
5. Water service shaTl be by an existing public vwater supp]y when approved hy the Regional =
Engineer (Spokatie), State Department of Health. `
6. Prior to filing the final plat, the spansvr sha]2 demvnstrate to the satisfaction of the Spvkane ~
County Health Disttict that an adequate and potable waCer supply is aVailable to each lot af '
the plat. k
~
7. Priar to filing the finaZ pTat, the sponsor shaIl present evidence that rhe plat lies within the `
recorded service area of the vvater system prvposed to serve the plat.
r
8. A plan fvr water facitities adeguate for domestic use, dornestic irrigation use and ftre :
protectian use shall be approved by the water purveyor. Said water plan metst have been -
approVed by the fize pratectiran disviet anc3 the apprQpriate health authvrities. The nealth ~
autharities, water suppZier (purveyor) and the fu-e pratection aistfict wi1Z cerCify, prior to the -
filing af the irinaI plat, vn the face of said water plan that the plan is in conforrnance with ;
theu zequirements and will adequaCely satisfy their respective needs. Said water plan and certPfication wiIl be drafted on a transparency sustable far reproduction. '
9. The purveyar will alsa certify prior to Filing ttze fina1 plat an a Gopy of said water plan that
apprapriate cantractual arrangememts haVe been made with the ,plat sponsvr for cvnstzuctivn
af the water system, in accordance with the appraved plan and time scheauIe. The time
schedule wi11 pravxde, in any case, for completion of the water systern and inspectzon by
the apparopriate health auchvnties priar to appIication for building peRauts within the plat.
4 Extension of Time Findings PE-1206-78 Page 6
The contractual arrangements will include a provision holding Spokane CountylCity of
Spokane, Spokane County Health District and the purveyor harmless from,claims by any
lodtract purchaser refused a building pernut due to failure of the plat sponsor to
satisfactorily complete the approved water system.
10 Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane
County Health District that suitable sites for on-site sewage disposal systems aze available
on all lots within the approved preliminary plat not already finalized.
11. Subject to specific application approval and issuance of permits by the health officer, the ,
use of individual on-site sewage disposal systems may be authorized.
12. The dedicatory language of the plat will state: "Subject to specific application approval and
issuance of pernuts by the Health Officer, the use of on-site sewage systems may be
authorized." '
13. The dedicatory language on the plat shall state: "Use of private wells and water systems is
prohibited."
~
14. The plat dedication will contain a statement to the effect that: "The public water system, as ~
approved by county and state health authorities, the local fire district and purveyor, will be
installed within this plat, and the subdivider will provide for individual domestic water
service as well as fire protection to each lot prior to sale of each lot." SPOKANE COUNTY DIVISION OF UTILITIES ~
~
1. Pursuant to the Board of County Commissioners Resolution No. 80-0418, the use of on-
site sewer disposal systems is hereby authorized. This authorization is conditioned on
compliance with all rules and regulations of the Spokane County Health District and is
further conditioned and subject to specific application approval and issuance of pernnits by
the Health District.
2. Any water service for this project shall be provided in accordance with the Coordinated
Water System Plan for Spokane County, as amended.
3. Each new dwelling unit shall be double-plumbed for connection to future areawide
collection systems.
DATED THIS ~ DAY OF JANUARY, 1996.
~
=HN PEfiSERS SePlanner ;
~
Under state law and county ordinance, you have the right to appeal this decision to the Spokane
County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be
scheduled. To file such an appeal, you must submit a letter along with the appropriate processing
fee payable to the Spokane County Planning Department, within ten (10) calendaz days from the
date this decision is signed.
If you have any questions, please call the Planning Department at 456-2205.
c: Division of Engineering
Division of Utilities
County Health District .
Division of Building and Planning
Ken Tupper, Windermere Realty, 12929 East Sprague Avenue, Spokane, WA 99216
Inland Pacific Engineering, 707 West 7th Avenue, Suite 200, Spokane, WA 99204
BEFORE SPOKANE COUNTY DIVISION OF BUILDING AND PLANNING
IN THE MATTER OF AN EXTENSION ~ RECEIVED
OF TIME REQUEST FOR PE-1206-78 ) FINDINGS OF FACT
SUMMERFIELD EAST, AN APPROVED ) CONCLUSIONS AND JqN 12 1996
PRELIMINARY PLAT DECISION
' SPOKANE COUNTY ENGINEEP
THIS MATTER, a request for an extension of time from Ken Tupper, has been received and
decided upon, pursuant to Spokane County Subdivision regulation (Chapter III, Section G) and
RCW 58.17.140.
FINDINGS OF FACT AND CONCLUSIONS
1. The individual signing below has been properly delegated the responsibility for rendering
this decision by the Spokane County Director of Planning.
2. The original proposal was to subdivide approximately 91 acres into 2681ots for single
family dwellings and a zone reclassification from Agncultural (A) to Single Family
Residential (R-1).
3. The subject preliminary plat was approved by the Hearing Examiner Committee on January
30, 1979.
4. The proposal is generally located north of Wellesley Avenue, south of Forker Road and
west of Progress Road in Section 35, Township 26 North, Range 44 E.W.M. Spokane
County, Washington.
5. The existing zoning of the property described in the application is Urban Residential-3.5
(UR-3.5), previously established as Agricultural (A) zoning in 1961 and redesignated to
Urban Residential-3.5 (UR-3.5) on January 1, 1991 consistent with the Program to
Implement the Spokane County Zoning Code. The current Urban Residential-3.5 (UR-
3.5) zoning of the subject property is consistent with the original zone reclassification to
Single Fanuly Residential (R-1).
6. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the
location is within the Priority Sewer Service Area. The Comprehensive Plan designation
remains the same since the original preliminary plat approval. Portions of the preliminary
plat adjacent to Forker Road are affected by the Spokane County Arterial Road Plan.
Implementation of the arterial road plan will require reservation of a Future Acquisition
Area and special setbacks adjacent to Forker Road.
7. Spokane County has established specific criteria for considering the extension of time for
the expiration of preliminary subdivisions, specifically for regular subdivisions, and
department policy for short subdivisions. These criteria are found in Chapter III, Section
G of the Spokane County Subdivision Ordinance and have been used as a basis for this
decision. ,
Section G states, "Approval of a preliminary subdivision shall automatically expire three ;
years after preliminary approval is granted unless a time extension is applied for." and
follows with "Upon application for time extension, the Planning Director or designee may
administratively approve extensions for up to three (3) year periods provided at least one of ~
the following circumstances is fount to apply:" The following are the relevant sections of
Secdon G and the Planning Depaitment response: ~
1. That some portion of the e3cisting preliminary plat has been finalized since the last ;
extension was granted and the remaining lots would form a unified development consistent with the original approval; E
RESPONSE: Four phases of the original preliminary plat have been finalized for a
total of 135 lots with 1331ots remaining to be finalized. Additional phases have not ;
been submitted for final plat review. ;
I
2. That the preliminary plat as approved remains consistent with the Generalized ;
Comprehensive Plan for Spokane County insofar as density AND other development
provisions apply, and the sponsor has taken substantial steps towards finalizing his ~
plat, which shall include but not be limited to:
a. surveying the lots within the development, ~
b. arranging for public services to the site, I
~
i
f
E
:
S
Extension of Time Findings PE-1206-78 Page 2
c. obtaining necessary financing for all or a portion of the preliminary plat,
d. the completion of studies or other requirements which were part of preliminary
plat approval;
RFSPONSE: The applicant has indicated that engineering and design reports for
construction of a storm water management system for managing 100-year flood
events have been submitted to Spokane County for review. In addition, the applicant
has sought changes to the identified 100-year flood plain boundary.
3. That at the time preliminary approval was granted, development of the proposal was
conditioned upon the extension of public services which aze not yet available. This
provision shall not apply to public utility extension which the project sponsor would
normally fund.
RESPONSE: Not applicable.
8. No additional conditions have been recommended by the various reviewing agencies and
depaztments, including the County Engineer's Office, County Health District, County
Utilities and the Department of Building & Safery.
9. This is the eighth request for a time extension. The total life of the preliminary plat has
been approximately 16 years.
10. The following facts are also relevant.
a. The applicant has demonstrated substantial progress towards finalizing the remaining
portions of the preliminary plat. Therefore, a three-yeaz extension of time is
warranted.
11. The applicandowner should show continued progress toward complying with Chapter III,
Section G, of the Subdivision Ordinance before requesting an additional extension of time.
DECISION
BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for
application PE-1206-78/ZE-202-78 is hereby APPROVED until February 1, 1999.
CONDITIONS OF APPROVAL
SPOKANE COUNTY PLANNING DEPARTMENT (UPDATED)
1. The conditions of approval apply to the preliminary subdivision of record.
2. The preliminary subdivision shall comply with the Urban Residential-3.5 (UR-3.5) zone as
amended.
3. The final plat shall be designed substantially in conformance with the preliminary plat of
record. No increase of density or number of lots shall occur without a change of condition
application submittal and approval.
4. The Planning Director/designee shall review any proposed final plat to ensure compliance
with these Findings and Conditions of Approval.
5. A final plat name shall be indicated before the final plat is filed, such name/number to be
approved by the Planning Directorldesignee.
6. Appropriate road name(s) shall be indicated.
7. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all
private, "Tract X" or public roads. The dedication shall contain the following statement:
"Side yard and rear yard setbacks shall be determined at the time building permits are
requested unless these setbacks are specifically drafted on this final plat. The setbacks
indicated on this plat may be vazied from if proper zoning approvals are obtained."
8. The preliminary plat is given a time extension for three (3) years, specifically to February
1, 1999. The applicant may request an extension of time by submitting a written request
appro3cimately forty-five (45) days prior to the above expiration date.
Extension of Time Findings PE-1206-78 Page 3
9. Appropriate utility easements shall be indicated on copies of the proposed final plat.
Wntten approval of utility easements by appropriate utility companies shaH be received with
the submittal of the final plat.
10. Three (3) current certificates of title shall be furnished to the Planning Department prior to
filing the fmal plat.
11. Prior to filing of all or a portion of the final plat, the applicant's surveyor shall submit one
or more maps outlined in red of the area being finalized. The scale shall match the
appropriate assessor's map scale.
12. The Spokane County Planning Department shall prepare and record with the County
Auditor a Title Notice specifying a future land acquisition area for road right-of-way and
utilities. The reserved future acquisition area Title Nodce shall be released, in full or in
part, by the Planning Department. The notice should be recorded within the same time
frame as an appeal and shall provide the following:
a. At least 20 feet of reserved future acquisition area for road right-of-way and utilities,
in addition to the existing and/or newly dedicated right-of-way along Forker Road.
b. Future building and other setbacks required by the Spokane County Zoning Code
shall be measured from the reserved future acquisition azea.
c. No required landscaping, parking, '208' areas, drainfield or allowed signs should be
located within the future acquisition azea for road right-of-way and utilities. If any of
the above improvements are made within this area, they shall be relocated at the
applicant's expense when roadway improvements are made.
d. The future acquisition area, until acquired, shall be private property and may be used
as allowed in the zone, except that any improvements (such as landscaping, parking,
surface drainage, drainfield, signs or others) shall be considered interim uses.
13. The plat dedication shall contain the following statement for those lots located on a stub
road or temporary cul-de-sac:
"Lot(s) [ Block(s) [ ] are located on a temporary cul-de-saclstub road. This
temporary cul-de-sac/stub street may be extended to provide access to adjacent property
and/or connect to existing roads or new roads as development and/or circulation needs
dictate."
14. The final plat shall indicate yard setback arc lengths on cul-de-sac lots which meet or
exceed the minimum frontage of the underlying zone of the final plat.
15. A plan for water facilities adequate for domestic service and fire protection shall be
approved by the water purveyor, appropriate fire protection district, County Building &
Safety Department and County Health District. The agencies will certify on the Water Plan,
prior to the filing of a final plat, that the plan is in conformance with their respective needs
and regulations. The Water Plan and certificadon shall be drafted on a transparency
suitable for reproduction and be signed by the plat sponsor.
16. The water purveyor shall certify that appropriate contractual arrangements and schedule of
improvements have been made with the plat sponsor for construction of the water system in
accordance with the approved Water Plan. The time schedule shall provide for completion
of the water system and inspection by the appropriate health authorities prior to application
for building petmits within the final plat. The arrangements or agreements shall include a
provision holding Spokane County and the purveyor hannless from claims by any lot
purchaser refused a building pernut due to the failure of the subdivision sponsor to
satisfactorily complete the approved water system.
17. T'he final plat dedication shall contain the following statement:
"The public water system, pursuant to the Water Plan approved by county and state health
authorities, the local fire protection district, County Building & Safety Department and
water purveyor, shall be installed within this subdivision or binding site plan, and the
applicant shall provide for individual domestic water service as well as fire protecdon to
each lot prior to sale of each lot and prior to issuance of a building pernut for each lot."
18. No building permit will be issued for any lot within the final plat until certified by a
Washington state-licensed engineer that "the water system has been installed pursuant to the
approved Water Plan for the final plat," including a signed license stamp. The certification
;
. ~
,
$xtension of Time Findings PE-1206-78 Page 4 F
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may be in the form of a letter, but is preferred to be certified on a copy of the Water Plan as
a schematic map showing the "as-built" water system.
;I
19. The Water Plan and the above four (4) conditions of approval regazding the Water Plan
may be waived by the Planning Director/designee upon receipt of letters from the '
appropriate water purveyor and fire protection district stating that simple connections to an
existing, approved water system will provide adequate domestic and fire protection water to ~
ensure the public health, safety and general welfare. ~
;
20. A survey is required prior to the filing of a final plat. ;
21. 5ubsequent extension of time will only be considered upon a finding of substantial ;
compliance with Chapter III, Section G, of the Subdivision Ordinance; otherwise the
preliminary subdivision approval will become null and void. ;
,
22. That the sponsor construct a 6 foot chainlink fence around the entire periphery of the :
retainage basin in the storm drainage plan. :
23. That all construction will be monitored by the Spokane County Air Pollution Control
Authority to insure compliance with air pollution requirements and control techniques. .
24. That the sponsor limit the construction activities from 7:00 a.m. to 6:00 p.m. ~
25. That the sponsor provide and construct 6 foot sidewalks excluding curbs (in addition to
those required along the pathways) and bike paths along the plat boundaries of Progress
Road, and Wellesley Avenue as required and approved by the Spokane County Engineer.
26. That the sponsor construct a 6 foot chainlink fence along the approximately 900 feet common lot line shared by this proposal and property owned by Tony Danelo, prior to any finalizing of any phase of this project. Mr. Danelo's property is legally defined as West
Farms Irrigated Tracts Plat #4, Blocks 113 and 112. ,
SPOKANE COUNTY ENGINEER DEPARTMENT (UPDATED)
1. The conditional approval of the plat is given by the County Engineer subject to dedication
of right-of-way and approval of the road system as indicated in the preliminary plat of .
record. 2. Plans, profiles, and cross-sections as designed to County standards showing proposed ~
street centerline and curb grades shall be submitted to the County Engineer for approval ,
prior to construction and/or the filing of each fmal plat; road plans to be prepared under the .
direction of a licensed Professional Civil Engineer. -
~
3. Drainage plans and design calculations showing the alignment of drainage facilities shall be ~
submitted to the County Engineer for approval prior to construction and/or the filing of the
fmal plat. Drainage plans to be prepared under the direction of a licensed Professional Civil
;
Engineer. f
4. Construction within the proposed public streets and easements shall be performed under the <
direct supervision of a licensed engineer/surveyor, who shall furnish the County Engineer :
with "as-built" plans and a certificate in writing that all improvements were installed to the
lines and grades shown on the approved construction plans and that all disturbed
monuments have been replaced.
5. No construction work is to be performed within the existing or proposed public right-of- way until a permit has been issued by the County Engineer. All work is subject to
inspection and approval by the County Engineer.
6. All construction within the existing or proposed public right-of-way is to be completed
prior to filing each final plat, or a bond in the amount esdmated by the County Engineer to
cover the cost of construction of improvements, construction certification, "as-built" plans
and monumenting the street centerlines shall be filed with the County Engineer.
7. No direct access from lots to stub road connections until such roads are constructed to
County standazds and established as county roads.
8. Road design, construction, and drainage control for one-half (1/2) rights-of-way and stub
road connections are the responsibility of the owner, developer or applicant.
i
Extensi8n of Time Findings PE-1206-78 Page 5
9. The proposed subdivision shall be improved to the standards set forth in Spokane County
Board of Commissioners Resolution No. 80-1592, as amended, which resolution
establishes regulations for roads, approaches, drainage and fees in new construction.
10. A statement shall be placed in plat dedication that no direct access be allowed from lots to
Wellington Avenue, Forker Road, and Progress Road.
11. Dedication of 20 feet of additional right-of-way along Progre'ss Road is required.
12. That the sponsor allocate and redesign north access road intersection at Progress Road.
Design standards for neighborhood collec[ion arterial should be used.
13. That the sponsor provide 50 foot radius cul-de-sac rights-of-way.
14. That the sponsor provide and construct 6 foot sidewalks excluding curb along pathway
routes as designated by the County Engineer, and shown on the preliminary plat of record,
and along Wellesley Avenue.
15. That the sponsor provide stub road connections, to the west, to access center of Tract 103
and south line of Tract 113 in West Farms Irrigated Tracts.
16. That the sponsor assume responsibility for reconstruction of Progress Road should
flooding, caused through activities of the plat, cause damage to that road. I
17. That the stub roads to the west be bazricaded, by the sponsor, in a fashion acceptable to the
Spokane County Engineers.
18. There shall be no fiuther finalization of phases until engineering work is completed to
evaluate the impact of storm water runoff from Forker Draw as predicted in newly released
FEMA maps and reports. Storm water management plans shall be developed prior to
finalization of any further phases.
SPOKANE COUNTY HEALTH DISTRICT (UPDATED)
1. The final plat shall be designed as indicated on the preliminary plat of record andlor any
attached sheets as noted.
2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record
for distribution by the Planning Department to the utility companies, Spokane County
Engineer and the Spokane County Health District. Written approval of the easements by
the utility companies must be received prior to the submittal of the final plat.
3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane '
County.
i
4. Water service shall be coordinated through the Director of Utilities, Spokane County. '
5. Water service shall be by an existing public water supply when approved by the Regional
Engineer (Spokane), State Department of Health. ;
6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that an adequate and potable water supply is available to each lot of ~
the plat.
7. Prior to filing the final plat, the sponsor shall present evidence that ihe plat lies within the
recorded service azea of the water system proposed to serve the plat. '
8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire
protection use shall be approved by the water purveyor. Said water plan must have been
approved by the fire protection district and the appropriate health authorities. The health
authorities, water supplier (purveyor) and the fire protection district will certify, prior to the
filing of the final plat, on the face of said water plan that the plan is in conformance with
their requirements and will adequately satisfy their respective needs. Said water plan and
certification will be drafted on a transparency suitable for reproduction.
9. The purveyor will also certify prior to filing the final plat on a copy of said water plan that
appropriate contractual arrangements have been made with the plat sponsor for construction of the water system, in accordance with the approved plan and time schedule. The time
schedule will provide, in any case, for completion of the water system and inspection by
the appropriate health authonties prior to application for building permits within the plat.
Extension of Time Findings PE-1206-78 Page 6
The contractual arrangements will include a provision holding Spakane County/City of
Spokane, Spokane County Health District and the purveyor harmless from,claims by any
lodtract purchaser refused a building pernut due to failure of the plat sponsor to
satisfactorily complete the approved water system.
10 Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane
County Health District that suitable sites for on-site sewage disposal systems are available
on all lots within the approved preliminary plat not already finalized.
11. Subject to specific application approval and issuance of pernuts by the health officer, the
use of individual on-site sewage disposal systems may be authoriZed.
12. The dedicatory language of the plat will state: "Subject to specific application approval and
issuance of permits by the Health Officer, the use of on-site sewage systems may be
authorized."
13. The dedicatory language on the plat shall state: "Use of private wells and water systems is
prohibited."
14. The plat dedication will contain a statement to the effect that: "The public water system, as
approved by county and state health authorides, the local fire district and purveyor, will be
installed within this plat, and the subdivider will provide for individual domestic water
service as well as fire protection to each lot prior to sale of each lot."
SPOKANE COUNTY DIVISION OF UTILITIES 1. Pursuant to the Boazd of County Commissioners Resolution No. 80-0418, the use of on-
site sewer disposal systems is hereby authorized. This authorization is conditioned on
compliance with all rules and regulations of the Spokane County Health District and is
further conditioned and subject to specific application approval and issuance of permits by
the Health District.
2. Any water service for this project shall be provided in accordance with the Coordinated
Water System Plan for Spokane County, as amended.
3. Each new dwelling unit shall be double-plumbed for connection to future areawide
collection systems.
~
DATED THIS ~ DAY OF JANUARY, 1996.
WP RS
Setior Planner
Under state law and county ordinance, you have the right to appeal this decision to the Spokane
County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be
scheduled. To file such an appeal, you must submit a letter along with the appropriate processing
fee payable to the Spokane County Planning Department, within ten (10) calendar days from the
date this decision is signed.
If you have any questions, please call the Planning Department at 456-2205.
c: Division of Engineering
Division of Utilities
County Health District
Division of Building and Planning
Ken Tupper, Windermere Realty, 12929 East Sprague Avenue, Spokane, WA 99216
Inland Pacific Engineering, 707 West 7th Avenue, Suite 200, Spokane, WA 99204
. County Public Works,
Trahsportation . . Section,
D • • County • •
Memo
To: Ed Parry, Development Services
From: Scott Engelhard, Transportation Engineering 41j
Date: April 5, 2001
RE: PE-1206-78; SUMMERFIELD EAST
The purpose of this memo is to provide clarification for the extension and construction
of Crown Avenue for Summerfield East.
In the pre-design meeting held February 20, 2001, which among others included, Ken
Tupper, R. Dean Franz, Brenda Simms, you and myself; you sought clarification of
County Engineering Condition No. 12, which reads as follows: "That the sponsor
allocate and redesign north access road intersection at Progress Road. Design
standards for neighborhood collection arterial should be used."
I have researched the question and have found that Crown Avenue is required to be
constructed to collector standard. The previous portion of Crown Avenue was
constructed to a collector standard and was established for maintenance per BOCC
Resolution No. 900005. The required improved width for Crown Avenue is 37 feet of
asphalt and per our typical roadway section, also requires the construction of curb,
gutter and sidewalk. Since the time of the meeting I have met with Ken Tupper and advised him of the right-
of-way requirements for a collector roadway section and it is my understanding that he
preparing his plat accordingly.
Cc: Ken Tupper, 322 N Universiry Road, Spokane WA 99206; PE-1206D-78
I
, P. 1
COMMUIAICATION RESULT REPORT ( APR. 5.20E 1:26PM ) * * *
TTI SPK CNTY BLDG&PLANNING
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE .
190 MEMORY TX 99284250 OK P. 1/1
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
po . - o Public Works
Tra o nsportatioi-i . • Section,
1 o • County . •
Post-It'A brand fax uansm ittel memo 76Ti of aos@e ►dAL--
Isro rn SCOZj ,41e 4V4'~~APO ,
Memo
o,pt. ~p,one k
FOXB Q/l--g 42-50 ~FeXN ,
To: Ed Parry, Devefopment Seroices
From: Scoit Engelhard, Transportation Engineering ~c47a,4-.,uj
Date: April 5, 2001
RE: PE-1206-78; SUMMERFIELD EAST
The purpose of this memo is to provide clarification for the extension and construction
of Crown Avenue for Summerfield East,
In the pre-design meeting held February 20,2001, which among others included, Ken
. ~
.
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Site Information Project Information ~
Site Address: 0 E ADDRESS LTNKNOWN UNK ProJect Number: 02006507 Inv: 1 Issue Dite:
SPOKANE, WA 00000 Permit Use: PE-1206-78 - 25-LOT FINAL PLAT 4~~~
Parcel Number. 46353.9074 ~
Subdivision: UNKNOWN Applicant: KJT INVESTIvETITS LLC
Block: Lot: 12929 E SPRAGUE AVE
Zoning: i1NK Unknown SPOKANE WA 99216 Phone: (509) 928-1991
Owner: FIVE FIF'I'y, LLC Contact: K)T INVBSTMETI'I'S LLC
E SPRAGUE AVE
Address: 322 N UIIIVERSITY 12929
SPOKANE WA 99216 Phone: (509) 928-1991
SPOKANE, WA 99206
Bailding InsPector: BARRY HUSFI;O Setbacks - FYont: L,eft: Right: Rear:
, , ~ . ; . .
Water Dist: .
Group Name:
,
.t • • . ' • - . ~ . - Project Name: . . . •
Permits
LpnP Pjpt Contractor: . Llcense q:
$NGINEER FINALMAP & PLA $100.00 FINAL 25 $1,101A0
Total Pernitt Fee: $1,201.00
Payment 3um-tn~"ry
- A-
Total Fees AmountPaid AmonntOwing Receip # Pavment Amt
$1,201.00 $1,201.00 $0.00 , 7%31 : 5806 $1,201.00
~
t . v ~ ` ~ ~v` •+°v " ~t
'4~,~,~' 'F~ ~ • f~~.^= ~;"•~`S~
`%~,S .r~uk ~ ' ~~.k` ~ ~~x~
r.c`'~
. , ~
y ..y ~ S. . ~ ~ .
2. c yt 1 ~ ~ '6 {A , y
ti. v~ 7f~ ,f~~ ~`.,V~ r£%. .t o < . ~0
' " , « ,r~ • . . , . _
rrncessea sy: Buok, Merh . ~ PAYIv~NT
Prlnted By: WENDEL, GLORIA •,~~-Page ~ 1~'of 1
Spokane County
Public Works Department
Division of Building & Code Enforcement
Receipt
Receipt Number: 5806 Customer Number
Proiects
Ful!
Proiect Nbr Inv Nbr -,Fe"e Aint -`:,;~Inv A~mt .-_Owine PAID Pmt
02006505 1 $1;091:00. i1;09-1!0-0=_ ;$'1;091r':00- $1,091.00 ~
02006507 1 $1';20i1:00 , ~$1r,201:O0i $1,201.00 ~
Total: 42;29f:00>, $2,292.00
Miscellaneous Iteras
Total PAID: $2,292.00
Tender
=~Balaicce=CC-NGr~-=~ Ezn=Ddt4e TENDERED
j~- k~;=`_ r~= 5~_~:~{~t~,;~l~~,~,uhr;_ .,~?~,a ;sS.r ?~s~~:y;r,r,~~;~,:~;;~~~ ~;~,a
. _ _,:.z. ~ _ - _ :.a:.,,~_ - r= r_, . .,~y;~;~ 2,292.00
~KJ,T;INVESTMENTS,~LLC~u-r;~
Total TENDERED: 2,292.00
Over /(Short) $0.00
Change $0.00
Notes:
Tlran Dace/TLne: 7/31/02 12:43:03 PM
By: GWendel
Logon User: gwendel
Station: GWENDEL
Overrlde By:
Printed: 713110212:43:04 PM Page 1 ojt
iNG AND LAND USE FEES
..~CEIPT INFORMATION
Date: /(1 c X. File Number: Pazcel No.:
r~r-
• Name: Phone Number:
Company Name (if applicable): _LT1 4amado
Address: 16q;aq VUIX~ City/State/Zip:
FEE INFORMATION
Item Item (multiplied by (equals)
# Descriprion Amount # of Items) Total
( 0l . ~
,&IF I nr~, oc ioo. oo
. ~ , TOTAL AMOUNT DUE >
'IYansaction T00 - !,~¢~y1lP '
By: Receipt
~ .
3
1I C) K_ N ,
L .9 ' t'i C CD, V N l'
. a•
1J1VIfilUN OP GNCINI;IiRW(: AN4 KpAI7S A I)1VltiION OIz 1111i I'UIII.IC WOItKS OI•.I'nl(411'N'I'
ti William A. )o1ums, IZ[i., Counly Gnginecr
AGR~+;EMLNTTO PA.I FEE4J
LNCINI'EIZ'S ACIZI,Is'M1.N'I' NUM13LIt PIM, ~
'('his abiccniciit Uclwccn Spvktitic Coun(y and Kf~3
p , m~r'~rrs~ n~
ivhosc inlecest in ujol.,C~5s~
is cnlciccl iii(u tliisFEB 4 0 200jay 01, , 20 '1'll is asrccnicnt is .ippficablc (o (lic I)io.1cct
ktivtvn as:IOc~4~?Drpori ,
rn t~~ rc< < <rt. ~e-ntc-numtzry
' That the inclividuals and parlies nimed herein as having an inte►est in elie above clesclibccl piopeity or pioject rec
to the Collowins:
l, Reinibwse Spokaiie County for pro,jcc:l icvicNv and inspectiun Iccs as sinciCicd in Chaptei 9.14 of
the Spokanc Cutnlly Cuclc. '1'hc I'crs will bc basccl on actual salary co5ls incui rccl by Spuk;nic '
Counly I"ur project rcviews aneJ / oi inspecliuns plus a tcn percenl acliiiinislrative charSe, .incl will
bc biIIcJ mvnthly ;is accruccl. Any billiiig amounls cluc, inclticling ;iny c,\pcnscs incuriccf in iIic
collcclion uf an ovcrcluc accvunt, inusl bc paicl pcioc (u cltc Cvunly's acccplancc ul' llic 1)1'0 , jccc fur
[iling, i(' a projcct is apptovecl ancl/oi filccl wilh a 6;11ancc still owinb, thc tinpaid balaiicc sh:ill bc
paicl wi(liiri 30 days ofIhc invoicc cJ;ilc.
2. 'I'lic undcisigncd agrccs lhat lhcsc f'c;cs arc cluc and payablc upwn rcccipl ol llic Uillinb as spcciliccl
abovc. ~
3. Any invoices not paid wieliin 30 days oC the iiivoice date will be consicleied clelinquenl Jf any
outslaixJiiig balaiice on lhe account l~or this Projcct is not pid wi(hin 30 days of tlie invoicc datc,
no liiithei revicws oF the project dacwilenls will be conductecl unlil the enliie accounl balance is
paid. nny balance oit the account ro< <his project noe paicl wilhin 65 days vf the invoice claec ni,iy
result in le6al action or the iuitiaeivn of oUier collection piocedures, inc(udinb reCeical to a
collecliv+i abency. The Sponsoc wiil be liablc for a+iy ancl all expenses incuriecl Uy the Cou+ity I'01•
the collection of overdue accoun(s.
zI. '1'lic monthly billiiib sliould be seiil to thc atlcnlivti ul':
NAML: 14-)~~
~ A U U It CSS : ~1~,,.~, • ~ ~.15~ ~'~'C
crtw, s,rnTe:
Zii, couc:
PiioNE Pflorv13 ii z.
!{/1,Y
~ L-Maif
~
I uncler5taiid that C<iilure lo pay these Cees may result in delay in compictinn or approval oC (l)e projccl or othci•
possiblc sanctions.
O If lhis f'ec agreenienl is completecl by sonicorie ollier than the Sponsor (i.e , the pioject ownei ar a
principal in Ilie (icro spansoi ing (lie projecl), such as lhe l;iiSinee[ clesi5niiig (Iie pruject, thcn
writtcn autlwrizatioii (i-om chc Spviisor s(MciliUilly 1,1u(liaciziug flIc AgUit ta cNccutc tiiis t'"cc
Agrcc»>cul is alcachcd lo this ree ngrecmcnt .
SIGNA'1'URL [3y:
(I'IZIN"(' NAMI:)
Itl;'1'UttN Y1;I,1,01'1' CO1'1''l'0 SI'0[Cr\N1; COUN'l'1' I;NCINI;I?IZS
~U1:~prccfrr.Jnc 2/20U(l
1026 1'1' ISru:idw:o, rki•c Spukanc 11'A 9)200-0[70 (509) ~177-3600 FAX: (509) 477-22,11 'I'UI): (jU')) .12.l-MOr
Page 1 of 1
Rodney Pegram
From: John Hohman
Sent: Tuesday, December 04, 2007 4:36 PM
To: Rodney Pegram
Subject: RE: Summefield East, 4th Addition, PE-1206-D
No Please take care of it. Thanks.
From: Rodney Pegram -
Sent: Tuesday, December 04, 2007 3:07 PM
To: John Hohman
Subject: Summefield East, 4th Addition, PE-1206-D
John,
Jeff Logan has requested a walk through on this project. He says the punch list items have been completed. Were
you wanting to be present for this ? It has been scheduled for 10.00 AM on Thursday the 6th of December.
Rod
1/18/2008
- Page 1 af 3
Rodney Pegram
Frflm: Jeffrey N. Logan jJLagan@uskh.cam]
5ent: Monday, December 03, 2007 S 51 AM
To: Rodney Pegram
Subject: RE: Summerfiefd 4tfi Addition
You gvt it. See you at the project site.!
-----priginal Message-----
From: Rodney Pegram [mailto: rpegram@spokanevalley.org]
Sent: Monday, [?ecernber 03, 2007 8:51 AM
Ta: ]effrey N. Logan
5ubject: RE: Summerfield 4tFn Addition
.Ieff,
Lets set it up far Thursday @ 90 00 AIVI We r,an see what the weather ss fike an Wednesday and change if
needed
Rod
Frorn: Jeffrey N. Logan [maifto:]Logan@uskh.c❑m]
Sent: Mmndayr Qecember 03, 2007 8:21 aNl
Ta: Rodney Pegrarrr
Subject: RE: Sumrnefield 4th AdditiQn
RealistECaily, Thursday ►n►ouEd be the best day for me. Does that work? It could be
raining but 1 think that vvvufd be befare the snvw that is anticipated starts fio fall.
JefF
p.s - coming to worEc this marnirrg, I noticed that afl of the swales that l drove by are full
of water thanks to our recent rain. If you need to wait until swales drain, it may not wort
❑n Thursday. Qn the past checklists, this has not been an issue hut I didn't want it ta
cvme up during our final wa9kthrvugh sv fhvught I wouid mention.
-----Original Message-----
From: Rodney Pegram [mailto:rpegram@spokanevalley.org]
Sent: Monday, December 03, 2007 7:07 AM
70: ]effrey N. Lagan
Cc: ]vhn Hahman; Henry AElen; Gloria Mantz; Ryan Brodwater
Subject: RE: Summerfield 4th Additian
Jeff,
When are you availahle for a walk through ? Let me know. ~
T6ianks,
' 1118f200$
Page 2 of 3
Rod
From: Jeffrey N. Logan [mailto:JLogan@uskh.com]
Sent: Tuesday, November 27, 2007 8:10 AM
To: Rodney Pegram
Cc: John Hohman
Subject: Summerfield 4th Addition
Rodney:
Ken Tupper and I met yesterday afternoon to review the progress on the
punchlist from the Summerfield 4th Addition (PE-1206D) Subdivision project.
Upon review, all of the items that were in the original punchlist (as well as
several items found in the field that were not on the list) have been completed
and we are ready for a final review by the City. I realize that we will have to
wait until (if?) the snow melts so you can see the work completed but I
wanted to at least start this scheduling process. This review was limited to
only 4th Addition at this time.
Let me know if you need further information.
Jeffrey N. Logan, PE I Principal
USKH, INC.
621 W. Mallon I Suite 309 1 Spokane, WA 199201
Phone: 509-328-5139 1 Fax: 509-328-0423
Cell Phone: 509-863-5719
Email: jlogan.@uskh_com
T'his electronic communication (including all attachments) is intended only for the named
addressee(s) and may contain confidential information. It has not passed through our
standard review process. Design data and recommendations included herein aze provided as
a matter of convenience and should not be used for final design. RELY ONLY ON THE
FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL
SIGNATURE AND SEAL. If you are not the named addressee(s), any use, dissemination,
distribution or copying of this communication is prohibited. If you have received this
communication in error, please notify the sender immediately by return e-mail and delete
the original communication from your system.
This e-mail and all other electronic (including voice) communications from the sender's
firm are not intended by the sender to constitute an electronic record, an electronic signature
or any agreement to conduct a transaction by electronic means. Any such intention or
agreement is hereby expressly disclaimed unless otherwise specifically indicated.
1/18/2008
Page 3 of 3
****s**ss*******:***s***:****
This electronic communication (including all attachments) is intended only for the named
addressee(s) and may contain confidential information. It has not passed through our standard
review process. Design data and recommendations included herein are provided as a matter of
convenience and should not be used for final design. RELY ONLY ON THE F1NAL
HARDCOPY MATERIALS BEARING THE CONSULTANTS ORIGINAL SIGNATURE AND
SEAL. If you are not the named addressee(s), any use, dissemination, distribution or copying of
this communication is prohibited. If you have received this communication in error, please notify
the sender immediately by return e-mail and delete the original communication from your system.
This e-mail and all other electronic (including voice) communications from the sender's firm are
not intended by the sender to constitute an electronic record, an electronic signature or any
agreement to conduct a transaction by electronic means. Any such intention or agreement is
hereby expressly disclaimed unless otherwise specifically indicated.
**s**s**********s************
******************s**********
This electronic communication (including a11 attachments) is intended only for the named addressee(s)
and may contain confidential information. It has not passed through our standard review process. Design
data and recommendations included herein are provided as a matter of convenience and should not be
used for final design. RELY ONLY ON THE FINAL HARDCOPY MATERIALS BEARING THE
CONSULTANT'S ORIGINAL SIGNATURE AND SEAL. If you are not the named addressee(s), any
use, dissemination, distribution or copying of this communication is prohibited. If you have received this
communication in error, please notify the sender immediately by return e-mail and delete the original
communication from your system.
This e-mail and all other electronic (including voice) communications from the sender's firm are not
intended by the sender to constitute an electronic record, an electronic signature or any agreement to
conduct a transaction by electronic means. Any such intention or agreement is hereby expressly
disclaimed unless otherwise specifically indicated.
1/18/2008
~
Page 1 af 2
Rvdney Pegram
, -
~ From: Jahn Hohman
Sent: Tuesday, June 12, 2007 9:36 AM
1'fl: 'Jeffrey N Logan'
Cc: Radney Pegram; Wayne McGavran
~eff,
The fQ1ZQwing are the nvtes I took during aur recent visit ta the Summerfeld projects:
PE-1206E SummerlieTd East 5{h Addition
1 . E. 14614 Queen has 5cracked panels in sidewalk.
2. E. 14720 Queen has 1 craclced sidewalk panei and swales were not cvmpleted.
3. E. 14617 Queen has 2 cracked panels in sidewalk.
4. The NIE corner of Queen and Calvin has crack in handicap ramp fla.re. A1so fi11 gap belween curb
and ramp.
5. E. 147{}6 and E. 14712 each have 2 cracked panels in sidewalk.
5316 Calvin - replace 1 craeked sidewalk panel arid spalled appraach. On Crown Ave side -
replace I sidewalk panel.
7. 5313 Calvin - replace 1 segment nf curb and gutter, 1 sidewalk panel
8. 5307 Calvin - replace 2 sidewalk panels
9. 5219 Calvin - reglace 2 sidewalk panels
IU. 5202 Calvin - check far plans far curb inlet as nvne exist and swale is filled in. Replace 1 cracked
sidewalk panel
PE-1206I] Surrimerfield East 4th Addition
1. NIE camer Crown and Burns ramp has cracked panels
2. 14912 Crown - replace 2 sidewalk panels
3. 14816 Crown - replace Y sidewalk panel
4. 14924 Crawn - replace 1 sidewalk panel
5. 15012 Crawn - replace 1 sidewalk panel
f. 5223 Burns - replace 3 sidewalk panels at ramp
7. 5215 BGrris - replace spalled curb and gutter; replace 1 sidewalk panel
8. 5207 Burns - replace 3 sidewaik panels and remove nails pratruding from curb face
9. 5214 Burns - replace 2 sidewalk panels
10. Burns and Crown ramps -fili gaps between curb and gutter
PE-1206F Summerfield East bth Additian
1. 5404 Cxawn - replace b sidewalk panels, replace eapped driveway appraach
2. NIW corner af Calvin and Crawn - f 11 depression and gap at ramp
sn 3/2oo7
r,
" Page 2 of 2
3. S/W corner of Calvin and Crown - replace 1 ramp panel
4. 14612 Crown - replace 1 sidewalk panel
5. 14620 Crown- replace damaged sidewalk panels
6. 14710 Crown- replace capped driveway approach
7. 14704 Crown - replace capped driveway approach
Let me know if you have any questions.
Thanks,
John Hohman
6/13/2007
♦ A 1 PUne-'*
C OIVZMUTTITY DEVELOPME
OV
4;aley DMSION OF PL~ NT DEPARTMENT
ING
COVER MEMORANDUM
Date: February 14, 2006
To: City of Spokane Valley Engineering Department
City of Spokane Valley Building Department - Mike Turbak
Spokane County Division of Utilides - Information Services; Jim Red
, Spokane County Fire District No. 1
Spokane Regional Health District - Don Copley
Trentwood Imgation District
From: Heather Kauer, Planning Technician REC~UW~~
11707 East Sprague Avenue, Suite 106 -:fl
Spokane Valley, WA 99206 FE73 14 2306
PH: 509.688.0046 ?D
FX: 509.688.0037 U o L I C
E-MAIL: hkauer(~u.snokanevallev.ora
SUBJECT: Extension for Preliminary Plat Approval for Summerfield East (PE-1206-78)
The City of Spokane Valley is requesting your comments in regards to approving an extension
for Summerfield East (PE-1206-78). Should the time extension be approved, the preliminary
plat approval will be extended to March 1, 2007.
Please review and submit written comments via mail, facsimile or mail by Februarv 28,,
2006 to the attention of the staff person identified above.
Attachments: Time Extension Application
11707 E. Sprague • Suite 106 • Spokane Valley, WA • 99206 •(509) 921-1000 • Faa (509) 921-1008
RECC11/cQ
J4N 3
SPQKAPJE 'JALLE•r
CEPARTnn.Fr.!T n~
CITY OF SPOKANE VALLEY r°''~r~qL'~J'''~` D_VE! 5 r;~~~~O
APPLICATION FOR EXTENSION OF TIME
DMSION OF PLANN'ING
NAME OF PLAT/FILE NO: Summerfield East PE-1206-78
PARCEL NO: 46352.9052: 46352.9066: 46352.9014: 46351.9049: 46351.9005; 46353.9126: 46354.9127
APPLICANT (NAME OF LEGAL OWNER): . Kenneth J. Tunner. Five Fi f ty, LLC
MAILING ADDRESS: 122 N. Ravmond Rd.
CITY: Snokane Vallev STATE: Washineton ZIP: 99206
PHONE: (work) 922 1211 (home) (fax) 922 0195
IF APPLICANT IS NOT THE OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR
THE BELOW OWNER'S DESIGNATED CONTACT TO SERVE AS REPRESENTATIVE
OWNER'S DESIGNATED CONTACT: Same
MAILING ADDRESS:
CITY: STATE: ZIP:
PHONE: (work) (home) (fax)
1. Has any portion of the plat, s6ort plat or BSP been finalized (recorded)?
Yes. See Attached.
2. Has a proposed final plat, short plat or BSP been submitted to the Division of Planning?
Yes No X It no, why has the plat, short plat or BSP not been finalized
What has been the delay?
See Attached
3.What progress has occurred: What conditions of approval have been completed (such as surveying
work, improvements constructed, departroental approvals obtained)?
See Attached
Attachment to Application of Extension of Time
Summerfield East, PE 1206-78
Historv of Plat Annroval
The preliminary plat of Summerfield East was approved for development of
approximately 91 acres into 2681ots for single family dwellings. The developer has
continually developed the property since it was granted preliminary plat approval. In
1984, "Summerfield East," consisting of 281ots was recorded with the Spokane County
Auditor. Also in 1984, "Summerfield East First Addition," consisting of 53 lots was
recorded with the Spokane County Auditor. In 1985, "Summerfield East Second
Addition," consisting or 19 lots was finalized and recorded. In 1987, "Summerfield East
Third Addition," consisting of 341ots was finalized and recorded. "Summerfield East
Fourth Addition," consisting of 251ots was recorded with the Spokane County Auditor in
October, 2002. In 2004, "Summerfield East Fifth Addition," consisting of 191ots was
finalized and recorded.
Progress Since Last Time Extension
Since the last time extension granted on February 24, 2005, one additional phase,
"Summerfield East Sixth Addition," consisting of 221ots was finalized and recorded on
March 11, 2005. With the recordation of Summerfield East Sixth Addition, there are
only 68 lots to be finalized.
Anticinated ProRress
The applicant is unable to complete any work on additional phases until two
pending studies are completed by governmental agencies. First, Spokane County and
FEMA are conducting a study of the boundary of Flood Zone A, which affects a portion
of Summerfield. The County has indicated the boundary of Flood Zone A is smaller than
shown on maps. Second, Spokane Counry is conducting a study related to the
construction of a new "beltway" corridor, connecting the Spokane Valley with North
Spokane County. The County has indicated the beltway may bisect a portion of the
remaining property in Summerfield. The applicant cannot design any additional phases
because lot and road alignments are dependent upon the location of the beltway and
Flood Zone A. The applicant acknowledges that potentially 5 to 121ots could be platted
in Flood Zone B, but the configuration and layout of any further lots is still dependant
upon the location of the beltway. Until these studies are complete, the applicant is unable
to proceed with additional phases.
The remaining property remains consistent with the City's Comprehensive Plan,
which designates the property as Low Density Residential. The property remains zoned
Urban Residential-3.5.
Based upon the above, the plat sponsor respectfully requests a time extension in
order to allow Spokane County and FEMA to complete its studies, and fizrther, to allow
the applicant to finalize the remaining acreage of Summerfield East.
1 , . .
4. Is this a phased project? Yes. X No. If yes, please complete the following information:
No. of lots originally approved: 268 No. of lots remaining to be finalized to date: 68
No. of phases finalized to date: 7 No. of acres remaining to date:
LEGAL OWNER SIGNATURE
(Signature of legal owner or representative as authorized by legal owner)
I, U1 Q (print name) SWEAR OR AFFIRM THAT
THE ABOVE RESPONS~S AR~T'~ADE TRUTHFULLY AND TO TAE BEST OF MY KNOWLEDGE.
I FURTHER SWEAR OR1AFFIRM THAT I AM THE OWNER OF RECORD OF THE AREA PROPOSED
FOR THE ABOVE IDENTIFIED LAND USE ACTION, OR, IF NOT TI-E OWNER, ATTACHED
HEREWITH IS WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON
HIS/HER BEHALF.
ADDRESS: PHONE:
CITY: STATE: ZIP:
n_.
SIGNATURE DATE
1
NOTARY
STATE OF WASHINGTON )ss-
CITY OF SPOKANE VALLEY)
SUBSCRIBED to before me this day of L~~ , 20 Oda
NOTARY S • LCIO/k~ /
~
140TARy -
~ NOTARY SIGNAT
V ~
~ ~
N~PtIBLIC Public in and for the State of Washington
ER5 ~~OResiding at: /~(/A
~F 5~'`~' ~ -
My appomtrnent expires.
DATE SUBMITTED (10 RECEIVED BY:
AMOUNT RECEIVED• RECEIPT NO
- Page 1 of 1
Sandra Raskell
From: Sandra Raskell
Sent: Wednesday, February 15, 2006 4:21 PM
To: Heather Kauer
Subject: PE-1206-78 Time Extension
Heather,
Public Works has no issues with this time extension. All previous conditions are still in effect
Thanks,
sa»ara Rx kp ff, P. E.
DeveIoPment En gineer
Cltl,. OT 5p06nC v2l6l
1 1707 E. 5Praugc
5Pokane Valley, WA 99206
Phonc (509) 68 s-o 174
Fax: (509) 921-1008
2/22/2006
,
Callan, Cindy
From: Callan, Cindy
Sent: Tuesday, June 11, 2002 10.05 AM
To: Jeff Logan (E-mad)
Cc: Hohman, John
Subject: P1206D Summerfield East 4th Addition - drainage language
Hi Jeff.
Attached is the drainage language for this project. Please put this language on the face of the final plat.
~
P1206D Dralnage
Language.doc
Thank you,
Cindy
Cindy D. Callan, E.I.T.
Plan Review Engineer
Development Services
Division of Engineering and Roads
ccallan@spokanecounty org
(509) 477-3600
1
_ • ,
WYATT ENG/NEE. dING, INC., ~i
A . SUBSIDIARY OF USKH, INC., RECEIVED
To SPokWaCvjb . ► mcp S DATE O APR 17 2002
~
PROJECT NAME NEE~
r~•+' SL - E~t
W ~l~~ PROJECT NUMBER q3
`~"~d0~
GENTLEMEN:
WE ARE SENDING YOU 0 ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLIOWING ITEMS:
❑ SHOP DRAWINGS ❑ PRINTS ❑ PLANS ❑ SAMPLES ❑ SPECIFICATIONS
0 COPY OF LETTER ❑ CHANGE ORDER ❑
COPIES I DATE OR N0. I DESCRIPTION r1 I*2 I*3
~ I~ I 20' Z:),7~,~ a o.e,
'o"-2 ~
~
~ c~ 14-'
I I M I I
I I I I I
I I I I I
~ I I I I
I I I I I
I I I I
I I I I
I I I I I
I I I I I
I I I I I
*1- NO EXCEPTIONS NOTED
*2-REVISE S RESUBMIT
*3-REJECTED
THESE ARE TRANSMITTED AS CHECKED:
XFOR YOUR USE ❑ RETURNED FOR CORRECTIONS ❑SUBMIT_COPIES FOR DISTRIBUTION
.
❑ AS REQUESTED ❑ RESUBMIT COPIES FOR APPROVAL ❑ RETURN CORRECTED PRINTS
❑ FOR REVIEW a COMMENT ❑ ❑
❑ FOR BIDS DUF 20 ❑
REMARKS: 1.07
P^ 7L" r7~! ~f' ~S / /GO.
~ 7r'~ i I~7/A
IF ENCLOSURES ARE NOT AS NOT D KINDLY NOTIFY US AT ONCE.
COPIES TO SIGNE '
v - ~ - -
1220 NORTH HOWARD SPOKANE, WA 99201 PH. (509) 328-5139 FAX (509) 328-0423
~
ENGINEERS • SURVEYORS • PLANNERS • CONSTRUCTION MANAGERS )
1\ Prmco.etc
~ .
LEGAL DESCRIPTION FOR 20.00 FOOT TEMPORARY NATURAL DRAINAGE EASEMENT
A continuous 20.00 foot wide strip of land in that portion of the southeast quarter of Section 35, Township 26
North, Range 44 East, Willamette Meridian, Spokane County, Washington, the southerly and westerly edge of
which is descnbed as follows: •
Commencing at the most Easterly corner of Lot 5, Block 15 of Summerfield East Third Addition as shown per
Book 18 of Plats, page 31, said point being a 1/2" steel pin with plastic cap marked °Moore 18091";
Thence North 39°05'40" East, on the northwesterly line of Lot 1, Block 15 and Lot 2, Block 16, per said
Summerfield East Third Addition, a distance of 206.33 feet to the Point of Beginning of said southerly and
westerly line;
Thence North 50°54'20" West, a distance of 32.12 feei to the beginning of a 403.50 foot radius curve, the
center of which bears North 390 0640" East;
Thence northwesterly on said curve, through a central angle of 7°40'42", an arc distance of 54.07 feet;
. Thence North 43°13'38" West, a distance of 265.19 feet io the beginning of a 546.50 foot radius curve,
the center of which bears South 46 °46'22" West; Thence northwesterly on said curve, through a central angle of 0°50'42", an arc distance of 8.06 feet;
Thence North 43°49'S0" East, a distance of 50.95 feet;
Thence North 36°06'23" West, a distance of 50.31 feet;
Thence North 23°59'36" West, a distance of 106.63 feet;
Thence North 36°34'05" West, a distance of 52.37 feet;
Thence North 63°18'27" West, a distance of 49.94 feet;
Thence North 72°37'40" West, a distance of 103.23 feet,
Thence South 89°55'00" West, a distance of 379.33 feet;
Thence South 70°18'02" West, a distance of 67.45 feet to the terminus of said 20.00 foot wide strip;
The sidelines of said strip to shorten or lengthen so as to result in a continuous 20.00 foot wide strip.
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NATURAL.
~I~ `2 I 11 r.J 4i~ ORAI4UGE
59 Nr 4&0 s
12~`t)( b . 4 3
1
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- - 1
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1 1 1 ~21 6 ~ o
14 'G1Q _ RD/D
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t►~~
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! I I , ~
20' TEMPORARY NATUAL
DRAINAGE EASEMENT
SCALE: 1 250'
YVYATT ENGINEERING, INC . •
1220 N. HOWARD ST. `
SPOKANE, WA 99201
FAX (509) 328-0423 (509) 328-5139
4111102
679300EA5.DWG
f~
s.
EASEMENT LEGAL QESCRfPTION FOR 14 00 FOOT BQRDER EASEiNENT '
A 14 00 foof wide stnp of iand m that porbQn of the southeast quarter of 5ecfion 35, Township 26 North, Range 44 East, Willamette
Mendian, 5pokane Gounty, Washingtan, the southwesteriy IEne of which is descnbed as fallaws.
Comrnencing a# the most Easteriy comer of Lot 5, 81ock 15 of 5ummerfEeEd East Third Addifion as shown per Boa1[ 18 of Rlats, page
39, said point being a 112" steel pin wnth plastic cap marked "Nlaore 1$091";
Thence North 39°05'40p East, nn the northwesteriy line a# Lat 1, Bloclc 15 and Lat P, 81ock 16, per said 5ummerfield East
Third Additon, a distance of 182 33 feei ta the Paint of eeginning of said line,
Thenr.e Narth 50 0 54'20" West, a distance of 3212 ieet fo the beginning of a 42750 foot radius curve, the center of which
bears North 39°a5`40" East;
Thence northswesteriy on said eurve, thraugh a eentral angle of 7°40'42", an arc tlistance of 57 29 feet;
Thence Narth 43°1338" West, a dis#ance of 26519 feef to the beginning of a 522 50 fopl radi us curve, the center of which
bears South 46°4fi'22" 1Nest;
Thence northwesterly on said curve, through a centrak angle of 2 °5fi'32", an arc distance of 26 83 feet ta the terminus of
sajd southwesteriy linc-
,
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.
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ESPIRES: 7"1 ~►~j
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8 9
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6 \~EASEMENT
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220 NE HOWARD ST.'-"C 14' BORDER EASEMENT
FAXK(509) 328-0423 SCALE. 200'
(509) 328-5139
4/il/02
679300EA5.DWG
~~t
\
EASEMENT LEGAL DESCRIPTION FOR 14.00 FOOT BORDER EASEMENT
A 14.00 foot wide stnp of land in that portion of the southeast quarter of Section 35, Township 26 North, Range 44 East, Wdlamette
Mendian, Spokane County, Washington, the southerly line of which is described as follows: - ' Commencing at the most Easterly comer of Lot 5, Block 15 of Summefield East Third Addition as shown per Book 18 of Plats, page
31, said point being a 1I2" steel pin with plastic cap marked "Moore 18091";
Thence North 39°05'40" East, on the northwesterly line of Lot 1, Block 15 and Lot 2, Block 16, per said Summefield East
Third Addition, a distance of 182.33 feet;
Thence North 50°54'20" West, a distance of 32.12 feet to the beginning of a 427.50 foot radius curve, the center of which
bears North 39°05'40" East;
Thence northwesterly on said curve, through a central angle of 7°40'42", an arc distance of 57.29 feet,
Thence North 43°13'38" West, a distance of 265.19 feet to the beginning of a 522.50 foot radius curve, the center of which
bears South 46°46'22" West;
Thence northevesterly on said curve, through a central angle of 2°56'32", an arc distance of 26.83 feet;
Thence North 43°49'50" East, a distance of 78.14 feet;
Thence North 36°O6'23" West, a distance of 30.00 feet;
Thence North 23°59'36" West, a distance of 106.63 feet;
Thence North 36°34'05" West, a distance of 52.37 feet;
Thence North 63°18'27" West, a distance of49.94 feet;
Thence North 72°37'40" West, a distance of 103 23 feet; ~ -
7hence South 89°55'00" West, a distance of 379.33 feet;
_ Thence South 70° 18'02" West, a distance of 67.45 feet;
Thence SouLti 19°18'07" East, a distance of 122.51 feet to the beginning of a 372.50 foot curoe, the center of which bears
South 13°55'S4" East and the Point of Beginning of said southerly line;
Thence westerly on said curve, through a central angle of 7"26'38°, an arc distance of 48 39 feet;
Thence South 68°37'28" West, a distance of 9.31 feet to the terminus of said southerly line.
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14' BORDER EASEMENT
SCALE' 1 250'
WYATT ENGINEERING, INC
1220 N. HOWARD ST.
SPOKANE. WA 99201
FAX (509) 328-0423
(509) 328-5139
4/ 11/02
679300EA5.DWG
;~ry V .APC[a ' y iAiF 'SF.MEH' F
GRAPHIC SCALE
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JLUEND SECiI4M INDEX
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jo ~iuevH~ , ~ .J fINAL PLAT 0F
SUMMERFiEl,D EAST FOURTH ADpTlON
6EING A SIJBdfVISiOA' IN A PORAOtV QF
~,~u• r ~ : ~j'1 5EC1i0N 35, PbWNSNIP 26 NORTk,
o•i~ , g RANGE 44 FAST, N1LLRMETTE MERPaiAN
~~yC 2 f g ' S?OifANE CQUMTY, WRS}iiNCTON
JANuaRr 2002
,n E,HMCti ~ _ ~ry
4 PoNCS kM GSTANCES MM
lPl I O BE4
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IT$ MIIDE
MM 1 SYdIA 5~9 i9TFl SSAA71 . . .
I. R" """r E,o"~° "c i"c, IN ENG1NEEfiS a SUF~ VEYORS
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' 5MFCd 2 9F 7 [59P) ST6-Sil1 G766~ 746-2ffi
'
Fax Transmittal
, ~
~KAIITI(bu~uy
Dcvelnpment 5crvices L3cpartmeni
17ivision of Engineermg and Roads
(505) 477-3600
Fax (509) 477-7655
Date: Apn14, 2002
To: Sara Fax No: 328ry0423
Cornpany: Wyatt Engincering, Inc.
cr: Phone No: 328-5139
From: Gloria Mantz Number of Pages: Z
5ubject: Exhihit
Sara,
The text in the exhibit has to be a nzinirnurn of S paint. The exhibits are scanned and if the text is
toa srna11, it is very di ff cult to read. 7 alsa fflund auf that in your exhibi# you also have to
e7iminate the extra texfi such as lat and block numbers, lot sezes and d'Lrnensions, etc. Just leave
the name of the subdivisions, roads, and of caurse you need to Iabel all the kaearings and
distai7ces of the proposcd casement.
I am attaching a copy of an exhibit example. The consultant is still workizng an this exhibit a,nd
still has to scalc the text to at least 8 paini for the easement anfo.
I hope thrs helps. Let me knaw it'you need additional infonnation
cc: Prajeet FiTe
WYATT ' NGI~N~F~E' 4 NG, INC. 1220 N HOWARD
~ SPOKANE, WA 99201
nsubsia;ary orusKH 7PH: (509)328-5139
~
FAX: (509)328-0423
TRANSMITTAL
To: John Hohman. En6neerine From: Brian Belsbv. P.E.
Address: 1026 W. Broadwav Ave Date: 3/21/02
Snokane. WA 99260 Attached: Plan Sheet 8 of 10
RE: Summerfield Plans Copy:
Message:
Here are two mylars of sheet 8 of 10 for the above project. The approved structural concrete detail
was added to the plan as per the direction of Gloria Mantz. Please let me know if you have any
additional questions.
Y ff-A, T 9 ~~~I A 1- `~~INA G, :ll~C ~ o - -
C0~SU~~ING ENGINEERS
- ❑101 THAIfV ROAD, LEIIVISTON, 1D 83301 + PH: 208-746-2651 v FAX: 248-746-6825 0
❑'1220 NORTH HOWIaRD, S°OKANE,'NA 99201 v PH: 509-328-5139 0 FA: : 509-328-0$23 s
JOB NAME:,~u~F~F'/EZ~ JoB No.: 4793o6 T0: Si L'AtZ.o.✓ - FROM: -5. [3& z~'6 f''
SUBJECT: - Cov&n[ .SNcE7' ,(4Yk.tiQ DATE:
❑ MEMoRaNDunn RECEIVED ❑ FAX '
~ TRANSMITTAL MAR j ❑ TELEPHONE
❑ MEETING
F1ELD REPORT "SPOKANECOUNTYENGINEER
❑ ~7►2E /s T~✓E ~'~~e s~/r'~7' ,.ut~c.asC. T~f.4iv,t~'
_ - ~
~-d~e - ~t.~~~.Uti 14F7",~Yl • 7- P~
REPLY/RESPONSE
a
. r~
Conversation Record ~
~
Development Services Department
Division of Engineering and Roads
(509) 477-3600
Fax (509) 477-7655
Date: March 26, 2002 Time: 3:00 pm
With: Brian Belsby Company:
Recorded by: Gloria Mantz Phone:
Telephone Call: X Conference Call: Meeting:
Subject: Summerfield
I left a message for Brian saying I had received the sidewalk detail which looked good so he
could sent the new mylar sheet.
03/26/2002 08:40 15093280423 WYATT ENGINEERING PAGE 01
.y
~T E--N- G,iAis..ERING, INC.
CORISULTING ENGIiNEFRS : 0101 THA1N ROAD, LE1NtSTQN, ID 33509 • PFi: 208-746-2661 * FAX: 208-746-n"825 •
01220 NORTH HOWARD, SPOKANE, WA 99201 • PH: 509-328-5139 a FAX: 509-328-0423
.t06 NAME: +•~vAI A~~F/ ~ JOB NO.: -ilmrjewow TO: &I rZ.- FROM: 49 .
SUBJECT: - DATE:
sapir 4F 40-
L7 MEMORANDUM ~ FAX 07 1'• a7G S5'
❑ TRANSMiTi'AL ❑ TELEPHONE
❑ MEETING
0 FiELD REPORT '
#C&r- - 45 sfbfwftx-
~~~,.#~..,~Gtr ~ •
~ jr" ag" REPLY/RESPONSE
03/26/2002 08:40 15093280423 WYATT ENGINEERING PAGE 02
~
. '
#4 RE8,1RS AT 10 3/4" O.C. 6" h11CK CONCREYE
SIOEIWIILK
#4 REBARS A7 12" Q.C.
~ ° •n Q .4 SLOPE A$ PER
~pE 4:1 • , a . ~ . 4 OE7All 5/9.
kt4lfl SYl►~ . • ' 4 . . . '
4~YapEft
u. 5/9' - . • - ' • - ; ' • • ~ ~ . .
COMPACTfD ~
1VATNE MATERlAL
TO 95X MAX.
DENSRY PER
ASSFfrO T-180 4' TNICK C.S.T.C.
COMPACTED
TO 951C MAX,
DEfYSlJY PER
ass►+ra r-,ao
(2) #4 REBARS AT 12' O.C.
2 STRUCTURAL CONCRETE SIDEWALK AND CURH
$ NTS
SP
r
Conversation Record
~
s►~o~c«~
Development Services Department
Division of Engineering and Roads
(509) 477-3600
Fax (509) 477-7655
Date: March 25, 2002 Time: 1:00 pm
With: Brian Belsby Company:
Recorded by: Gloria Mantz Phone:
Telephone Call: Conference Call: Meeting: X
Subject: Summerfield
I asked Brian to provide a detail for the sidewalk that will be used for accessing the maintenance
road. The sidewalk needs to be reinforced. He can fax me his detail when it is approved he can
send the new sheet in mylar.
' 1220 N HOWARD
WYA T EN 611,~EE'R`TNG, INC. sro~vE, WA 99201
- nsunsiaimy orusic}+ PH: (509)328-5139
FAX: (509)328-0423
TRANSMITTAL
To: John Hohman. Eneineeriniz From: Brian Belsbv. P.E.
Address: 1026 W. Broadwav Ave Date: 3/22/02
Snokane. WA 99260 Attached: Plan Sheets 6-10
RE: Summerfield Plans Copy:
Message:
Enclosed are two sets of the Summerfield road and drainage plans (sheets 6-10) on mylar. One set is
for County records and one is for our records. The cover sheet is being reviewed by Utilities. When
they are done, I will deliver it to Engineering for their approval.
All changes discussed in the letter from Gloria Mantz, dated 3/18/02, have been made. The signed lot
plans are also included. Please let me lrnow if you have any questions. Thanks.
RECE1VED
h'4"? 2 2 2002
SPOKAA(E CO'N Ty tNGINEER
f
S P O K A N E C O U N T Y
. _ _
DNISION OF EfVGINEERING AND ROADS A DMSION OF THE PUBLIC WORKS DEPARTMENT
March 18, 2002
Brian Belsby, P.E.
Wyatt Engineering, Inc.
1220 N. Howard Street
Spokane, WA 99201
Re: P 1206D Summerfield East, 4th Addition
Plan Submittal - 4th Review
Dear Brian,
We reviewed your March 13, 2002 submittal of the road and drainage design documents for this
project and found that the most of the previous comments were addressed properly. The following
items need to be addressed or resolved prior to acceptance of the plans:
1. When reviewing the maintenance access road added per your conversation with Cindy Callan,
I noticed that a width of 10 feet was specified for the access road. According to the
Stormwater Guidelines, the minimum width for access roads is 12 feet. Please update the
width of the maintenance road and specify the thickness of the road. Please note that a 6"
minimum thiclaiess of crushed surfacing top course is required in accordance with WDOT
Standard Specifications.
2. Note 1 of the Road Construction Notes (Sheet 9/10) still needs to be changed to read the
"2001" Spokane County Standards for Road and Sewer Construction.
3. Please show the drywells located outside of the County R.ight-of-Way on the sheets for Bums
and Crown Road. The construction notes for these drywells need to be shown on these sheets
and not on the Eroston Control Plan (ESC), or not only on the ESC.
4. The lot plans need to be signed by the design engineer. Please submit them with the mylars.
Thank you for your attention to these issues. If you have any questions about this review, please
contact Gloria Mantz at 477-3600.
Sincerely,
John V. Hohman, P.E. ef",
Development Services Engineer/Manager
-ran
Gloria M. Man, E.I.T.
Plan Review Engineer
cc: Ken Tupper
Project file
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
a
~~A TT ~~~IdV,#.- .r RIN, G~ liVC9 , .
CONSULTING ENGINEERS -
- ❑101 THAIN ROAD, Lt-INISTOfV, iD 83501 o PH: 208-746-2651 m FAX: 208-746-6825 a
❑'1220 NORTH HOWARD, SPOKANE, WA 99201 a PF1: 509-328-5139 0 FA:: 509-328-0423
- - '
JOB NAME: y"A c90b. ' JOB NO.: 679300
T0: ,)ONo FROM: d3/LrA~ ,~~~5'Lf~
SUBJECT: DATE: ~ /i~loy
❑ MEUIORANDUM • ❑ FAX '
TRANSMITTAL ❑ TELEPHONE
~ MEETING .
❑ FIELD REPORT
TiVCi~l/~Cd ~ eEl//-"~ l!•tl.S9"j2U637b,c/ lOL.uYs ~
eG oAlP r Ivtu
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- . ;?~~ECOUNIy EN~IN~~
r T,~ils l~ ~ s~5~1 a~ ~°E cE„~ -~i~e,~•~ ~/oc.a /Ll,cw r-z_
REPLY/RESPONSE
_ ~
S P O K A N E C O U N T Y
~
DMSION OF ENGIIVEERING AND ROADS A DMSION OF THE PUBLIC WORKS DEPARTMENT
February 27, 2002
Brian Belsby, P.E.
Wyatt Engineering, Inc.
1220 N. Howard Street
Spokane, WA 99201
Re: P 1206D Summerfield East, 4'~ Addition
Plan Submittal - 3rd Review
Dear Brian,
We reviewed your February 19, 2002 submittal of the road and drainage design documents for this
project and found that the previous comments were addressed propertly. The following items need
to be addressed or resolved prior to acceptance of the plans:
Construction Plans
1. The new conditions of approval require the roads to be designed under the 2001 Spokane
County Standards for Road and Sewer Construction. The new Road Standards require
sidewalks on both sides of public roads. Please update the plans and drainage report to meet
the new requirements.
2. Comment 9- February 4, 2002 Letter: My previous comment may have lead you incorrectly
to change the notes to say "current standards." However, the notes need to specify the year of
the County Road Standards (2001) used in the design.
Thanlc you for your attention to these issues. If you have any questions about this review, please
contact Gloria Mantz at 477-3600.
Sincerely,
John V. Hohman, P.E.
Development Services Engineer/Manager
Amavl4y
Gloria M. Mantz, E.I.T.
Plan Review Engineer
cc: Ken Tupper
Project file
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
>l~
ENGINEERING • LAND SURVEYING ' • PLANNING • MATERIALS TESTING
e eubsWlary of
RECEvV~~
F EB 19 2402
February 15, 2002
Spp~(pcNE COUNN ENGINEEA
John Hohman
Spokane County
Development Engineering Services QFpCIpL pugUC QOCUMENT
1026 W Broadway Ave SPOKANE COUfY1Y ENGINEER'S OFFlCE
Spokane, WA 99260 ORIGINAL
Ih VC~ ,
RE: Summerfield East, 4 Addition SUBM(TTAL # ~
Construction Plans REfURN TO COUNTY EKIc;:
Dear Mr. Hohman:
` I have enclosed the updated plan set, revised lot plans, drainage report addendum, and an operation
and maintenance manual. The following are responses to items in the letter from Gloria Mantz, dated
February 4, 2002:
General
l. An operation and maintenance manual, including sinking fund calculations, has been enclosed.
2. Ken Tupper will be providing the easement documentation for the proposed temporary natural
drainage channel.
Construction Plans
3. The approved set of mylar plans will be signed by the developer, as per our discussion on
February 13th.
4. No change. The engineer's certification is in the upper right hand corner of sheet 1 of 10.
5. Erosion Control Plan note #4, sheet 10 of 10, says "All swales and side slopes will be turf
grassed and irrigated." The text "Swale to be sodded" was added to details 5,6 and 7 of sheet
9of10.
6. No change. The length of all curb inlets is specified in detail 7, Curb Inlet Constructin, on sheet
9of10.
7. This item has been disregarded as per your direction.
8. This item has been disregarded as per your direction.
WYATT ENGINEERING, INC. ffim~ nttpJAwwwuskncam °
❑ 101 Thain Road Lewiston, ID 83501 phone, (208) 746-2661 fax (208) 746-6825
Q(1220 North Howard Spokane, WA 99201 phane (509) 328-5139 fax (509) 32&0423
, ~
r
,l .
j WYATT ENGINEERING, INC. llria, ENGINEERING • LAND SURVEYING • PLANNING • MATERIALSTESTING
9. Road Construction Note #3, sheet 9 of 10, has been revised to read as standard note #7.
Standard note #8 is found under general construction notes, note #9, sheet 1 of 10. The
reference to 1995 County Standards in the general construction notes, note #1, sheet l of 10,
has been revised to read "current" standards.
10. Details 1 and 4 of sheet 9 of 10 have been revised to specify a type 4 frame and grate.
11. This item has been disregarded as per your direction.
Drainage Renort 12. This item has been disregarded as per your direction.
13. The basin map has been bound into the drainage report, and is therefore included by
attachment to the engineer's certification in the beginning of the document.
14. Erosion control plan note #6 has been added to sheet 10 of 10 to address the origin of the off
site drainage facilities. An addendum to the drainage report has also been enclosed with this
submittal, to explain the origin of the off site drainage measures.
Erosion Control Plan
15. Sheet 10 of 10 has been revised to include the elements required for the ESC Plan. However,
no project address is available yet, and some items, such as the Vicinity Map, are plan set
attachments.
Lot Plans
16. The lot plans have been revised as per the lot plan checklist.
17. A cross-section has been attached to each lot plan.
Please call me if you have any questions or need additional information.
Sincerely,
Wyatt Engineering, Inc.
0/.
Brian C. Belsby, P.E.
encl: Revised Construction Plans, Lot Plans, O&M Manual, Drainage Report Addendum.
cc: Ken Tupper, 112 N Raymond, Spokane, WA. 99206
82/14/2002 11:05 15093280423 WYATT ENGINEERING PAGE 01
~
~ • - - - ' 1220 N HOwARn
~W"YATT,E~IGINEE~.NG, INC. SPOKANE, wA 99zo~.
- , • , _ A .uawaw,W usM
PH: (509)328-5139
- ' FAX: (509)328-0423
Fax
To: Cloria-Mantz. Soo. Co. EnQr. From: Hrian Belsbv. P.E.
Fax: 477-7655 Date: 2/14/02
Phone: 477-3600 Pages(iacludiug cover page): 3
RE: Summerfield Copy:
Messsge:
Here xs typical lot plan and swale section. Let me know if these are acceptable.
~-0Or S O~. ~o...i~r,P•~✓> w.T~ t (t(ey
-92(14/2002 11:05 15093280423 WYATT ENGINEERING PAGE 02
~ .
~vi
~ 4 . ~ -
36+o
CROWN . ROAD
~+r
f-
35±00
r ~
STA: 35+26.5 20.0' L
- INStALL TYPE 1 ~E 8 CURB
CURB INLET EL=2037.90
RrGHT OF War~ L•47.80' sWAI.E ^
' STA: $IDEWALK END SW35+93
ALE
_ CONSTRUC~QN
FOR D+RAINAGE AND - - - - _ ~ r- -g~ILDING SETSACKi .
SIDEWALK 30
. ~
10' WlDE EASEMENT Q
f OR UTIUTIES ~ ~
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97.80'
PLAT 80UNDARY
07o, oa ~ SCALE: I"=30'
. ,
LOT 1, BLOCK 17 ENGINEERS a SURVEYORS
SUMMERFIELD EAST 4th ADD. im -memo wr. Sol TMm ft
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N
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N
• N
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DPawtcE ara sr"aL►c CD
♦ FASEAIEM
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14.0' ALONG CROWM RQAD Ln
o I r
x ~ Q m
~
~i. ~ 8.0' A1.ONG CRQWN RD. w
+ i N
CIO
ORAfNAGE EASEMENT ` A
, y w
CONCRETE - -
rn°F e ~URB 5.0' FlN1SH SURFACE TOP OF SIDEWALK
1-!S 0.2' BELOW f S Q, f' 8El,OW
N TOP OF GURB TOP OF CURB
fl.OW UNE
0.5' BELOW ' SIDEWALK
. TOP OF CtJRB ~ 4•~ - 2% 3 t
. ~ Cr ~
g Z .a•• . . . , . 4~1 3, ~
■ ~
RNISH SURFACE OF ~ TOP OF SIDEWALK m
r~
~ m swaLE rs 0.2 eELow rs o. o' BE.,ow A
TOP OF CURB TOP QF CURB 2
~
~ ~~ZM ~~py~y ~ IF SIDEWALK NOT
B TOP QF CURB ANO INSTALLED, CONTiNUE
~ 2.0' yyIpE SLOPE AT 4: 1 TO MATCN
0.7' BELOW EXrSTrNC GROUND.
NQRMA! F'1_OW UNE
rn
ag o swALE cROSS-sECnonr
y Ncr ro 90OLE ~
• D
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lJ 1
02/07/2002 08:09 15093280423 WYATT ENGINEERING PAGE 65
-
~CI) FEB 0 6 20fl2
. #
S P O Y A NT-= C O U N-r Y
Dn+Morr aF ErrGUOMnMc arm ROIPs A DMSm OF 7rm PUauC WOaxs Dr.eaRrnOM
- FebXUary 4, 2002
Brisn Belsby, P.E ✓~~~5 v~i41 l~ aAA rc.ssecQ
P.E.
wS ~ e~
Wyazt Paagineering, Inc. V` ~kv~ S vJ / O v, vJ~f e G~ i S cA
~220 N. xo,~a~s'tred 10 ~.~A W.&"„ 21 g- z[ 11 a14~_
Spokaue, WA 99201 t ~
Re: 10-25-41 & 11-13-01 Plat Submittals - 2nd Review
Swmmer6e]d East, 4' Adciimion - Phase 1(P-1206D)
Deax Brian, .
• We revi;evved youi January 22, 2002 submittal of tbLe mad and drainage desigm docuuneats for this
pmject. Tle fallow(ng item need to be addressed or resaEved priar to acceptan,ce of the plans:
Gener4
1. Swnmerfieid Homeownex's Assoc;'iation - Please provxde a Miutenance manual aed eiuwang
fiuud calailatioas foir drainage facftes located outside the CouiLty xoad itight-af-waY-
- 2. Please provide the easemerrt docummtation £or the proposed tiemgorary uatural drainage
easement. -
Corrstructian Flans
• 3. 7he plans must be* siped by_ the developer.
4. The co,uer- sheet -of the plans is missing the et~g[neer's cextificaiion stateme,nt.
. ~ 5. Please specify the sud reqt►i,remem for the draitage swates.
0\(,A ~r6. The diia~e~asxrna "L„ needs to be specifed oa all Type 1 Curb In1e,Ls.
. a~ ,p,,~s,._%i. Some of the elevations of the drairiage struchires shown in the pro£ae do not match the
tians spectfied ua the plan view. Please coxreat them. a~ aS U(so~x.
8~ g.rade beiween Qnee~v ,Avenue a~ the soutb pxopeRy botmdary is less t~n 0.5%. suchPt~ Ad nS Roc. d-
sivpes are nat only di$'icuk to bwi[d but also inctea.se the passibiliiy of watEr prnadno4$. I .
sug$est the slope in that road scgtnent le increased to O.S%. Please also no1r. if the exisob,g
/ devativns are "As Buitt" or "Aesign" e[evations_ ,cs~;
y A - 9. Plrase add to tbe pfans Staadard No~tes 7 and (j a~s listed in Appead'vc B of the Svakaae
~ C,ounxv Guzdeliness for' Stormwatear Manattement. The nabes in the plans call for nse of both
' the 1995 and most carrecn Spokane County Roa+d Standards. Please be consisEent.
61 10_ ptease specify the dryweli grate type:
p~flo~rp~ ,r 11. Accordiag to the•stamdards, a driveway approar,h grades with= . xight of way sball not exceed
peA ,vqgo.l 8%. Detail 3 o:f Shiet 9 shows an approach grade of 16.67%. As poimed out in oaz
• ~ Review Letter, cbus p,roblem may be solved by raising the driveway valley.
~ , -
• ~ .
1026 W. Broadway Ava • Spokane, WA 99260-Ox70 •(504) 47I-3600 FaX: (50R) 477-7655 (2nd Flovr) 477-7978 (3rd kioor) i 1UD (5M 477-7133
PAGE 06 ~
.e~7-2002 THU 08:09AM ID: WypTT ENGINEERING PAGE:S
02/07/2002 08: 0y
~ \ .
((A^ 12. A~ oihe inlet c:atculativus assume the inlets arc at a low poiIIt. However, the mlets along
----Bur& Raad are on a cautia.uous grade. Ptease update calcuMons_
AT 13. The basiu map is massIDg the etigineer's cextif catiott statement. Q'~ ~ V~"' S(A,~aQ~
14. z have reviewed the letters submitted regard'mg the flood zoiae requirements. However, the •
T' dxainage repor[ aad ba,sim map shall dqnct the flood zane requirements aud desigot iarteut of ~ o
the interceptioX berm and drywells. T'he o„$site basin mclud'uag the flood zuns & overflow
need to be shown on a pre-developed basiun map.
Bmsron Contr e
gLOCJ Plan: ~
15. Please cefier to the Sookane Counh~ Guadeliaes for 5to~vva~r A~anaeem~t for the
r-l~
~~ts 4~' tb.e. ESC Plao* (i.e. le~t aescripaon, certiOca~ion s~eme~, etc) and ugd~e ~ ~ ~~C"~
P
4tPlmr,rs7 16r 1 b~ave aatached a copy o£ che lot p1an r.hecklist and lot plau exainple wbdcb~ show lat pla~u ~
~ ~ requiu~ts. Ptease note that the text used in the lot plans shnuld be placed outside of the lat
~P~s "~(as shown iwi the aitached example) so the butldec caa place a€ootpriatt of t$e bcuYd'mg oa tbo ~
lot plan. Iu getteraJ, otlly one lo# sbould be shown ip the lot p1an. Please update lot plaus au,d
submit with.mylaxs.
~ ~„~,rp~ 17. Please attach a typic,W era,s-secriam,of the swale to each lot pl".
'I'baflic ynu fot yaux atteution to titese xssues. If you have any auestioBS about tbis xeviuw, please
contact Gloda Maatz at 477-3600.
Sincerety, °
. ~ ~
cAoria M ~MantrE:I:T.
Pla,a Review Engineer .
cc: ICsn Tuppet . .
Project file
FEB-7-2002 THU 08:10AM ID: PACE:6
02107/2602 08:09 15093280423 WYATT ENGINEERING PAGE 07
, ~
;,'phtQJEGT if PR0.7ECT NXKE DATE
V
° = SM IISF _M PRFM?NG ZQ8 LOT DRAK,1KqS . ~
- E=.-PLBN „ l. I have dratatt tYie lot plan an e1/20 x 11" papex tc a
large eriouqh scale to make the lct as large as possible
arid atill be able to shaw the carb line and the
necessBry notes and certificatien stamp.
. 2. I have shown the lot, b1oCk, and subdivision description
for the lot oF tract/short piat
3. I have shown the drainage easement dimensiohs in relatioa
to property Iines or eorners.
4. I have shown the bottom af swale dimehsions in• relation
te gropertg 3ines or corners.
5. I have shotan the bottom elevation of tl3e swale.
6. I have shown the location of any curb, sidew$Ik or edge
of asphalt line as appZicable.
7. I have Shown the name of the street adjacent ta the lot
being dravn.
8. I have shown the station and any invert elevation vf any
curb drop/-or drops that empty intc the s-.iale.
9. I have showxf tbe type of drywel.l, frame-and grate type,
elevation af the grate, and canterline station and offset
oi the drywell.
i0. I have 5hown any required ditches, their easements on the
drawi.ng, the ditch flow 1ine grade and required rip rap,
etc. ZI. I have shawn a nerth arrow, scale, lot diiaensions, and
building setback lines with propex diiaeasion.
12. I have shvwn any easements whieh con.ld $ffect axty future
~buiTding loeatians and I have shcwr, ar,y existirng
, buildings.
• 13. I have sealed, eiqned and dated each drawing that is
being sstbmitted for review and in appropriate location.
. gTMLQHEa sErrrQN DRnwixG
14. 1 have shown the curb and/ar sidewalk ar edqe of asphaZt
in relation to the swal.e, sides slope, vertical distance
from tbe battom ot the swale to the top of back slcpe,
• grate arid normal floa line of the curb or edge of
' asphalt.
15. 2 have showm the carcerete apron, street R.O.W. line, and
grass sod or seeding if approved and any applicable
notes or other information which may be necessary to
• describe pzoper construction.
.
FEB-7-2002 THU 08:10HM ID: PAGE:7
02l07/2062 08:09 15093289423 WYATT EhtGINEERING PAGE 08
,208 TNDIVIDVAL LOT PLAN GUIDELINES
i.'~haw location of easements an the lot. Inc3ude dimensions cf '
' drainage easement and Bwa~.e botto~ dimer~s~.ar~s grem lot li~trs-.
Include a dsscription of the iot legre~~, des~int~.~.+n s~.ch as I.~t
B1ock W-M -OF SV.9i~~~1_0J-L_0R aHORT p,jAT. The bottam elevatian '
Of t~~ -kwal-e aS a14.0 rscnz~r*d. -I%e station far any curb drops or
6idewalk inlets should be $kown an the pl'an drawing. If a drywell is included in the Swale- it shatsld show the typtt Qf dsy~allr 1~~~~
and grate type, elevation of the grate, and centerline statian and
. nfgset to the drywelZ.
2. If there i9 no .svale on the lot but there is a drainaqe d.itch,
the ditch should be _-~hown aa the plan dr•awing. The ditch flow line
gr_adas shonld ~ ~nht:wn a1rong with any easement €er the ditch with
dimeris►ions from property •lines . -
• 3. A11 lat plans should show a north arrow, sca].e, &traet name e~
adjacs~ srtr-asr, -mmrb and ~idenwalk if appliesble or edge of aspha].t
paving if there is no eurb. 'The lat dimensians shoulci a;lso be shvwn
along with the bui.ldinq setbaLck line wit; di~Y-nwsaa £ruta the mr=t
property lines shown.
---4. Any easeane,Ats :such as gower 2i~t~- easement,s which prohibit
bt2ildi=lg un$e1' them- should 3se s2lm3lt an the glai dratiY.llg. Anlr C:tL1t=_r
-a,sements which cquld intexfere with buildings should also be shown.
' _mny ~axin-t.i.q bui3.d.ingz obould be showrs.
5. With each plasi dsaw.iAg there should bs submitted a typical
sectian riraawsng of a cut through the swale or ditch whicPi best
- dM,.~r~ibCt_-, 'hin7-=~ffi6~_z-wm_lb -=41o: ditah wauld lao)c as eemttzzcted fFOm
a side view. ' The, typical sectian sttould show the curb and(or
sidewalk if applicabld or adw c3g a~~haY~ pavzn; ~at Y~TaSc:icsrn tu thk:
•Swale. Th-a section shoul€i a1so siaow side slopes, vertical distance
Tx'M --~Iv. 'vt~~ ~ ~ " -:.3trps of awal.e ar ditch, grate of -
the drywel2, aEnd ssorutal- gutter line, ~any zggp; i=sJale nate or ath~
information whi.ch. acuId dag:cribu Sc1r4 p~,~ap= ~su:~~t-i:ic+t~ af rc.lia swaie
. and/or -~~tch alwona right-cf-way line, and grass
mru3 tr U:V-Sr3iMrJ ix z~~~~rl =3 tLa ~~r-cru~i~m pl~s.
6. and attas.hed sootion sheets shall 1ae oit 8 1/ zft x 120
shou].d bs seaaed, signed and dated by the eaYgiricer in a
7o¢::3tix7-s2 Z'1x1:3xde vt -Z42- 3Dt rundariss. • .
7. Tbp scaIe of the drawing-should be such that the lot is-depicted '
as l=~gc a* possabl, and- still be abl-e to show the curb line of the
iineriai' -,ot !;,ha idt snould be ss freQ as passih2e- 4f
notes and siriting to allow the bufldar rerom to dx,&w iri iiis proposeci
• hoa3se and driveway lacati~. ~~rAplr~ af ~ z~cce~ri:sble 1ob ldt plan
. is - a~~i ed fcr uiise as a guide in preparing your drawings.
1,Mt)Tg; Yt3U SHOCLL,T1 NOT 'BFCIN T,OT _FT,AN r~p,:~NGS VNT2~, YQU ARE CZRTAIN
~ A-ulp 1L'.As~ExTs wH.~
. ~FEB-7-2002 T}-{U 08:11AM ID: PAGE:B
.82/07/2002 08:09 15093280423 WYATT ENGINEERING PAGE 09
SPDtCAN£ C0. STANbARD `
TYPE '8" OFtYWELL W1TH
- 6 I 'S •~'d''~ tYP£ 3- ME7Al. FRAME 6c
180
i GRATE. GRATc ELEV.=2077.85
Bastt Elev. - Z778.35'-
- O , I~,
POND 90*TOM
~ DRAJPIAGE
' EASEMEr1T
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SCALE: 1' -20'
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Plat Ni,me r
FEB-7-2002 THU 08:11AM ID: PAGE:9
r - a,
~ .
.
Fax Transmittal
~
Swiecalmr
Devclopment Services Department
Division of Enginccring and Roads
(509) 477-3600
Fax (509) 477-7655
Date: February 13, 2002
To: Brian Belsby, P.E Fax No: 328-0423
Company: Wyatt Engineering, Inc.
cc: Phone No: 328-5139
From: Gloria Mantz, EIT Number of Pages: 2
Subject: Lot Plan Samples
I am attaching a copy of two approved lot plans.
cc: Project File
_ i' : ' .
20
.16~__JEN RD.
STA 20+20.9$r'-l9' RT•-- HEAW DUZY"
TYQ,E'`b DRYWELL SIDEWAW"~SECTION
TYPE R CURB I
STA 20+06, RT. EL = 1826.29
TYPE 2 CURB INL~F'"
TC EL = t }2'1-02
, L=6.15~
~~,10' UTILITY & DRAINAGE
- _ . ,
_ - DRAINAGE EA~EMENT ~i- ~ ~ • 3 y~'~
S' O~f SET FROM~ ( N ~
POND ~idTTOM (TYP).
'~BOUNDARY OF FLAT~'-~=,
. ~
r 30' BUILDING SETBK BO7TOM POND
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~ EX.A'1RES 9/ 4!01
- = LOT 129 BLOCK 1 SCALE: 1°=20t
_ = BLACKHAWK NORTHWEST
- cx.c AssoGates; tnc. . 4TH ADDITION
xacnrc, wn - rxHVeR co
707 wesr m+ wtre 20Mao45"a0 DATE: 05/25/01
57QCAIY. WA 'f1204 PA%• (50'0 4S6-4b4
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. 02/07/2002 08:09 15693280423 WYATT ENGINEERING PAGE 02
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FEB-7-2002 THU 08:08RM ID: . PAGE:2
02/07/2002 08:09 15093280423 WYATT ENGINEERING PAGE 03
9, Ir
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Fax Transmittal '
~
s%Akf cMUY
Development Services Department
Division of Engu►eering and Roads
(509) 477-3600
Pax(509)477-7655
Date: February 11, 2002
To: Brian Belsby, P.E. Fax No: 328-0423
Company: Wyatt Engineering, Inc.
cc: Fax No: 328-5139
From: Gloria Mantz, EIT Number of Pages: four (4)
Subject: Erosion Control Plan Requirements
I am attaching a copy of the erosion plan requirements per John Hohman's request. Please refer to Section 4.5.420 for the minimum requirements.
cc: Project File '
are not limited to: demolition, construction, clearing, "Water Body^ shall include those water bodies that
grading, filling, logging, and excavauon. are defined as surface waters of the state or w,a[ers
'Minor Land-Disturbing Activity" ts a land- defined as waters of the state under Revised Code of
disturbing activiry of less than one acre of disturbed wash't'gton (RCV1) chapcer 90 48.020, as amended
area; an individual, detached, single famiiy residence "Wetland or Wetlands" means those areas in
or duplex; or the creation or addition of Lmpervious Spokane County that are inundated or saturated bv
surface are3s less than 5.000 square feet. surface or ground water at a frequency and a duration
"Major Land-Disturbing Activity" is a land- sufficient to support, and that under normal
disturbing activiry greater than or equal to one acre conditions do support, a prevalence of vegetauon
of disturbed area or the creation or addttion of ~icafl5' adaPted fQr tife m saturated soil conditions.
unpervious surface area greater than or equal to WeUands generally include swamps, marshes, bogs.
5,000 square feet. and similar areas. Wedands may include those
artificial wedands intentionallv created from
"Permanent Erosion and Sediment Control nonwedand areas created to miUgate conversion of
Measures" are erosion and sediment control devices wetlands, if perntitted by the county or ciry (RCW
that replace am• temporary devices and provide for 36.70A.030), as amended. For identifying and -
long-term, permanent stabilizaaon of a site. delineating a wetland, Spokane County will rely on
"Permitted Activity" any activitv for which a permit the methodology contained in the Wetland Delineation
is required under County orduiances. Manual.
"Public Works Director" That person, or his/her 4.5.400 EROSION MID SEDIMENT CONTROL
desigiee, who has been appointed by the Board of PLANS
County Commissioners to direct the activiues of the 4.5.410 Submittal of Plans
Spokane Counry Public Works Department • An ESC plan is required for major land-disturbing
iediment" is earthen material moved by wind, ~"'ities that require a permit or plan acceptance by
.rater, ice and vacking. Spokaae County. An ESC plan is not required for
minor land-ciisturbing activities.
"Sedimentation" is the gravitational deposit of pn ESC plan, when required, shall be submiued with
transported matenal in flowing or standing water.
a pernut application prior to any land-disturbing
"Site" means the piece of property which is directlv
activity. ESC plans aze only required to address the
subject to land-disturbing acuvities area of land that is subject to the land-disturbing
"Soil" means the unconsolidated minecal and organic activiry for which a permit is being requesced.
matenal on the irrvnediate surface of the earth that Although others may prepare the ESC plan, the
serves as a natural medium for the growth of land Pernut applicant is responsible for ensuring that all -
Plants requircments are addressed in the ESC plan. The
ESC plan
"Stormwater" means that ortion of reci itation or is required to be on file at the Counry,
P P P although it will not be reviewed or approved by the
snow melt that 6as not naturally percolated into the Counry.
ground or cvaporated, but is flowing via overlaad 4.5.420 Coatent of Plans
flow, interflow, channels or pipes into a defined At a minimum, all ESC plans must be legible,
surface water channel. or a conswcted detention mproducibte, and.contain the following inforrnation:
and/or mfiluation facility. 1) Tide Block
"Temporary Erosion and Sediment Control 2) Name of property owner
Measures" are erosion and seduneat convol devices 3) Narrce of permit applicant
used to provide temporary stabilizauon of a site, 4) Name of contact person at project site
usualh• duruig construcuon or land disturbing 5) Project address
ctrvities, before permanent devices are uLStalled. 6) Legal Descripuon
i racking" is the deposit of sedunent on to paved 7) Name of person preparing plan
surfaces from the wheels of vehicles
Guidelines for Stormwatcr Management - Addendum 4-33
Spokane Counn•. April 1998
8) Professional seal (required for major land- comply with stated performance star►dards contained
disturbing ESC plans) in section 4.5.520. Special site conchtions may
9) Descnpaon of project include. but are not limited to, steep slopes, slope
10) Descnption of ESC measures length. soil type, or vegetative cover
11) Description of e:cistLng vegetation on the site
12) Location of am• elcisung water bodies Construction Access Route
13) Date plan was prepared Access for construction vehicles should be
14) Scale of drawing limited to one route whenever possible. The
1~) North arrow access route must be stabilized to muumize thc
16) Propem- boundarv and dimensions tracking of sediment onto public roads.
17) Vicinin• Map 2) Stabilization of Denuded Areas
18) List of soils on-site (inforniation ma~~ be Stabilization of alI exposed soils to prevent soils
obtained at the Counn• Soil Conservation from eroding and depos~ting sediment
• dov%mstream.
District) 3) Protection of Adiacent Prooerties/Water
19) Certification statement by the person Bodies/Public and Private Roads
prepanng the plan that the plan meets the protecuon of adjacent properties, water bodies.
ESC plan requirements as listed in chapter public and private roads from erosion and
4.5 of the Guidelmes for Stormwater
Management. sedunent deposition. The intent is to keep
sediment on the project site and not allow it to
4.5.430 ESC Requirements for Minor Land- reach adjacent properties, water bodies, and
Disturbing Activities public and privaie roads.
Though an ESC plan is not required to be submitted 4) Protection of Inlets
for rrunor land-disturbing activities for which a Protection of downstream inlets to drywells.
pemut is required by Spokane Couary, the catch basins and other stormwater management
Performance Standards and other provisioas of this facilities. ' •
Ordinance shall remaui in affect. The provisions of 5) Increased Runoff from Construction Sites
this Ordinance shall not govern miaor land-disturbing Consideration and mitigation of the effects and
acuviaes for wtuch no pernut is required. However, impacts of increased and concentrated runoff
individuals/property owners undertaking minor land- from land disturbing activities on downstream
disturbing acuvities for which a percnit is not properties, water bodies, and public and private
reqwred may desire to ensure that such activitv roads
protecu adjacent and surrounding private properties. 6) Washout Site for Concrete Trucks and
ui ment
~e location of a slum~ pit where
4.5.440 ESC Plan Requirements for Major Land- ~i
Disturbing ACtivities concrete trucks and equipment can be washed
All ESC plans for major land-disturbing activities out. Slurry pits shall not be located in a swale.
shall be prepared and have a seal afExed by either a dr'`u°a8e area, scormwacer faciliry, or water body
licensed professional engineer (PE) or a Gcensed nor in an area where a stormwater faciliry is
landscape architect (LA). Both the professional Proposed.
7) Material Storaee/Stocknile
engineer and the tandscape architect must be iicensed ldendfy location for storage/stockpile areas,
in the State of Washington and be knowledgeable in
both hvdrolog~' and ESC practices. ~e proposed ESC plan boundaries, for
- am, soil, earthen and landscape material which is
The foUowing fifteen (15) items shall be add~essed in used or will be used on-site.
ESC plans for major tand-disturbing activities As 8) Maintenance and Permanent BMPs
site condjuons dictate, additional measures relating to MaLntenance of all erosion and sediment control
ESC. as detemuned by the licensed professional BMPs is required during the land-disturbing ,
engLneer (PE) or licensed landscape architect (LA) activiry. Regular inspection and maintenance of
preparung the plan, shall be addressed in order to all erosion and sediment control BMPs is
meet the intent and purpose of tlus chapter and to required to ensure successful performance of the
Guidelines for Stormwater Management - Addendum 4-34
Spokane County- April 1998
BMPs. Permanent BMPs shali be included in the 4.5.500 MAINTENA1vcE, PERFORMANCE
plan to ensure that successful vansition from STMmARDS, Arrn ErvFoRCEMErvr
temporan• BMPs to permanent BMPs occurs. 4.5.510 Maintenance Responsibility
9) Cleanne Limits Delineation During ant• land-disturbing activin' subject to this
Field ~dentificauon and delineauon of all clearing ordinance, the property owner(s) or permit applicant.
luruts, sensit~ve/critic~! areas, buffers, trees to be if different from the propem- o~mer(s). engaged m the
preserved, and drainage courses land-disturbing activin• is responsible for preventing
! 0) Sed~ment Traoo~ne Meazures erosion and sedimentation through the use of BMPs
Des~an and construction of sediment ponds and The property owner(s) or permit applicant, if
traps, perimeter dil:es, sediment barriers, and ~fferent from the property owner(s), is subject to the
other onsite sediment trapping BMPs ~s
necessan• pnor to the start of other land enforcement and penalry provisions provided herein.
disturbing activities and it is their responsibiliry to ensure BMPs are used
11) Cut and Fill Slooes and the performance standards are met. After any
Design and construcuon of cut and fill stopes in land-disturbing activin• is complete and the site has
a manner thst will minimize erosion been pernnanently stabilized, maintenance and the
prevention of erosion and sedimentauon is the
12) Stabilization of Temporarv Convevance responsibility of the propem owner.
Channels and Outlets
Design, construction, and stabilization of all 4.5.520 Performance Standards
temporan• on-site conveyance chainels to The perforcnance standards set forth below are
prevent erosion from the velociry of runoff from intended to provide a muumum threshold for
. stornu under developed conditioru. Design. , convolling soil erosion and sedimentation caused bv
construction, and stabilization of all temporary tand disturbing activities and will be used to
convevance system oudets to prevent erosion of: determine if the requirements of this chapter have
stormwater facilities, adjacent stream banks. been met: .
slopes and downstream reaches.
13) Removal of Temnorarv BMPs 1 j Minimize Tracking onto Public. Private, and
Removal of all temporary sediment conuol Future Public Roads
BMPs within 30 davs after 5nal site stabiliration 2) Protection of Public Roads and Stormwater
or after the temporary BMPs are no longer Facilities
needed. Trapped sediment shall be removed 3) Proper Washout of Concrete Trucks and
from the project site or stabilized on-site Equipment '
Stabilization of disturbed soil areas resulung 4) Protecuon of Private Properties
from removal of the temporary BMPs. 5) Prouction of Water Bodies and Wetlands
14) Dewaterine Construction Site The following critena will be used to detemune if the
Discharge of dewateruig devices to appropnately per{'orniance standards listed above have not been
designed sediment vaps or sediment ponds.
15) Control of Pollutants Other Than Sediment on met
Construction Sites 1) ]y(inimizP Trackin¢ onto Public. Private. and
Future Public Roads
Control of all on-site pollutanu othcr than -rne perfotmance standard for minimiung
sedunent in a manner that dces not cause tracking onto public, private, or future public
contamination of stormwater or groundwater. roads has not been met if soil, dirt, mud or debns
4.5.450 Modifications to Plans is tracked onto a public, private, or future public
ESC plans may be modified after submittal to ihe road and there is no evidence of reasonably trving
Counn•. An amended plan should be subrrutted to to control it through the use of ESC BMPs or
illustrate am• modiScations to the techniques and experimental BMPs (i.e. sweeping), both as
methods used to prevent and control erosion and defined in section 4.05.240.
•dunentation.
Gu►delines for Stormwater Management - Addendum 4-35
Spokane Counn•. April 1998
2) Protection of Public Roads and Stormwater 2) Notice of Non-Comoliance
Facilities The Public Works Director/designee will have the
The perfomiance standard for protecung publu authoriR• to issue a Notice of Non-Compliance
roads and stormwater faciLties has not been met and penalty to the property owner(s), or permit
if there is deposition, other than tracking, of more applicant if different than the property owner(s).
than two (2) gallons (0.27cubic feet) per day of eagaged in the land-disturbing activiry, if an
soil, dirt. mud or debris from the project site onto action is being undertaken that dces not compl-,•
adjacent public roads and/or a stormwater with all perforniance standard(s) of this chapter.
system withm a public right-of-wa}. A) Content of Notice of Non-Compliance
3) Prooer Washout of Concrete Trucks and A Notice of Non-Compltance will contatn.
Eauinment i) The name and address of the propem•
The performance standard for ensuring the owner(s) or permit applicant to whom te
proper washout of concrete trucks and equipment Notice of Non-Compliance is directed,
has not been met if there is observation or ~d
evidence of concrete washout matenal within a ii) The street address, when available, or a
drauiage area. stortmvater faciliry, or water general description of the building, lot, or
body, nor in an area where a stormwater faciliry land upon which the non-compliance is
is proposed
4) Protection of Private Properties occutring; and
Spokane County dces not presendy have W) A description of the specific nature,
extent, and date of non-compliance: and
sufficient resources to enforce the provisions of tv) A aotice that the non-compliant activity
this Ordinance for violations that affect pnvate cease and desist, and corrective action be
properties Therefort, no perfornlana standards
have been established with respoct to the deposct ~dertaken to correct the activiry within
twenry-four (24) hours; and
of soil, dirt, mud or debris from a project site v) A statement that a cumulative civil
onto adjacent pnvate property. Private property ~~e amount of two hundred-
owners, however, may have the ability to seek fifty ($250) dollars per day for minor
judicial redress for such actions. land-disturbing activities or one-thousand
5) Protection of Water Bodies and Wetlands
The perfortnance standard for protection of water (~1,000) dollars per day for major land-
bodies has not been inet if there is ~~~g activiu~, wifl be assessed for
deposition of soil. dirt. mud, or debris frnm the each and every day following the date set
project site into adjacent water bodies. fbr cormction on which the non-
compliant activiry continues.
vi) A statement regardiag the appeal
4.5.530 Enforcement
1) General proc`ss.
Enforcement and penalties will be in accordancx B) Notification
with this section whenever there is a violation of The Notia of Non-Compliance will be issued
the projects Erosion and Sediment Control plan in writing, either by certi5ed mail with rewrn
or any performance standard(s) contained hereiQ receipt requested, or by personal service, to
as they relate to public facilitia. Failurc to the property owner(s) or permit applicant. If
subrrut an Erosion and Sedimeat Conwl plan the Noiice of Non-Compliaace is not issued
will result in non-issuance of underlying pernut. to the property owner(s), the property owner
The Public Works Director/designce has the • will be given a copy of the Notice of Non-
authonn• to assess penalties onlv related to Compliance so that the property owner(s) is
pubtic facilities including but not limited to, informed that a Notice of Non-Compliance
swales, drainage areas. or stormwater faciliues has been issued to the pernut applicant A
Violations related to pnvate propem• are a crvil copy of the Notice of Non-Compliance may
matter and are not enforceable by Spokane also be given to the contact penon at the ,
Countv. project site.
Gwdelines for Stormwatcr Management - Addendum 4-36
5pokane Counn: April 1998
- , F
O
S P O K A N E C U N T Y
DMSION OF ENCINEERIIYG AND ROADS A DIVLSION OF THE PUBLIC WORKS DEPARTMENT
February 4, 2002
Brian Belsby, P.E.
Wyatt Engineering, Inc.
1220 N. Howard Street
Spokane, WA 99201
Re: 10-25-01 & 11-13-01 Plat Submittals - 2nd Review
Summerfield East, 4`h Addition - Phase 1(P-1206D)
Dear Brian,
We reviewed your January 22, 2002 submittal of the road and drainage design documents for this
project. The following items need to be addressed or resolved prior to acceptance of the plans:
General
1. Summerfield Homeowner's Association - Please provide a maintenance manual and sinking
fund calculations for drainage facilities located outside the County road right-of-way.
2. Please provide the easement documentation for the proposed temporary natural drainage
easement.
Construction Plans
3 The plans must be signed by the developer.
4. The cover sheet of the plans is missing the engineer's certification statement
5. Please specify the sod requirements for the drainage swales.
6. The dimension "L" needs to be specified on all Type 1 Curb Inlets.
7. Some of the elevations of the drainage structures shown in the profile do not match the
elevations specified in the plan view. Please correct them.
8. The grade between Queen Avenue and the south property boundary is less than 0.5% Such
slopes are not only difficult to build but also increase the possibility of water ponding. I
suggest the slope in that road segment be increased to 0.5%. Please also note if the e}dsting
elevations are "As Built" or "Design" elevations.
9. Please add to the plans Standard Notes 7 and 8 as listed in Appendix B of the Snokane
Countv Guideliness for Stormwater ManaLrement. The notes in the plans call for use of both
the 1995 and most current Spokane County Road Standards. Please be consistent.
10. Please specify the drywell grate type.
11. According to the standards, a driveway approach grades within right of way shall not exceed
8%. Detail 3 of Sheet 9 shows an approach grade of 16.67%. As pointed out in our 1$`
Review Letter, this problem may be solved by raasing the driveway valley.
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX. (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD• (509) 477-7133
t
r DrainaQe Report
12. All of the inlet ca(culations assume the inlets are at a low point. However, the uilets along
Bums Road are on a continuous grade Please update calculations.
13. The basin map is missing the engineer's certification statement.
14 I have reviewed the letters submitted regarding the flQOd zone requirements. However, the
drauiage report and basin map shall depict the flood zone requirements and design intent of
the interceptor berm and drywells. The off-site basin including the flood zone & overflow
need to be shown on a pre-developed basin map.
Erosion Control (ESC) Plan:
15. Please refer to the Snokane Countv Guidelines for Stormwater Management for the
requirements of the ESC Plan (i.e. legal description, certification statement, etc) and update
this plan.
Lot Plans:
16. I have attached a copy of the lot plan checklist and lot plan example which show lot plan
requirements. Please note that the text used in the lot plans should be placed outside of the lot
(as shown in the attached example) so the builder can place a footprint of the building on the
lot plan. In general, only one lot should be shown in the lot plan. Please update lot plans and
submit with mylars. 17. Please attach a typical cross-section of the swale to each lot plan.
Thank you for your attention to these issues. If you have any questions about this review, please
contact Gloria Mantz at 477-3600.
Sincerely,
p ny- a vl~/
Gloria M. Mantz, E.I.T.
Plan Review Engineer
cc• Ken Tupper
Project file
j .
PROJECT ~ PROJECT NAME DATE
CHECKLIST FOR US£ IN PREPARING 208 LOT DRAWINGS
ELOT PLM
1. I have drawn the lot plan on 8 1/2" x 11" paper to a
large enouqh scale to make the lot as large as possible
and still be able to show the curb line and the
necessary notes and certification stamp.
2. I have shown the lot, block, and subdivision description
for the lot or tract/short plat
3. I have shown the drainage easement dimensions in relation
to property lines or corners.
4. I have shown the bottom of swale dimensions in relation
to property lines or corners.
5. I have shown the bottom elevation of the swale.
6. I have shown the location of any curb, sidewalk or edge
of asphalt line as applicable.
7. I have shown the name of the street adjacent to the lot
being drawn.
8. I have shown the station and any invert elevation of any
curb drop/or drops that empty into the swale.
9. I have shown the type of drywell, frame and grate type,
elevation of the grate, and centerline station and offset
of the drywell.
10. I have shown any required ditches, their easements on the
drawing, the ditch flow line qrade and required rip rap,
etc.
11. I have shown a north arrow, scale, lot dimensions, and
building setback lines with proper dimension.
12. 2 have shown any easements which could affect any future
building locations and I have shown any existing
buildings.
13. I have sealed, signed and dated each drawing that is
being submitted for review and in appropriate location.
ATTACHED SECTION DRAWING
14. I have shown the curb and/or sidewalk or edge of asphalt
in relation to the swale, sides slope, vertical distance
from the bottom of the swale to the top of back slope,
grate and normal flow line of the curb or edge of
asphalt.
15. I have shown the concrete apron, street R.O.W. line, and
grass sod or seeding if approved and any applicable
notes or other information which may be necessary to
describe proper construction.
208 INDZVIDUAL LOT PLAN GU?DELINES
l. Show location of easements on the lot. Include dimensions of
drainage easement and swale bottom dimensions from lot lines.
Include a description of the lot legal description such as Lot L
Block , NAMF OF SI.T~pIVISZON OR SHORT P~T. The bottom elevation
of the swale is also required. The station for any curb drops or
sidewalk inlets should be shown on the plan drawing. If a drywell
is included in the swale it should show the type of drywell, frame
and grate type, elevation of the qrate, and centerline station and
offset to the drywell.
2. If there is no swale on the lot but there is a drainage ditch,
the ditch should be shown on the plan drawing. The ditch flow line
grades should be shown along with any easement for the ditch with
dimensions from property lines.
3. All lot plans should show a north arrow, scale, street name of
adjacent street, curb and sidewalk if applicable or edge of asphalt
paving if there is no curb. The lot dimensions should also be shown
along with the building setback line with dimension from the front
property lines shown.
4. Any easements such as power line easements which prohibit
building under them should be shown on the plan drawing. Any other
easements which could interfere with buildings should also be shown.
Any existing buildings should be shown.
5. With each plan drawing there should be submitted a typical
section drawing of a cut through the swale or ditch which best
describes how the swale and/or ditch would look as constructed from
a side view. The typical section should show the curb and/or
sidewalk if applicable or edge of asphalt paving in relation to the
swale. The section should also show side slopes, vertical distance
from swale bottom to top of back slope of swale or ditch, grate of
the drywell, and normal gutter line, and any applicable note or other
information which would describe the proper construction of the swale
and/or ditch , concrete apron, street right-of-way line, and qrass
sod oz seeding if approved on the construction plans.
6. The lot plan and attached aection sheets shall be on 8 1/2" x il"
paper and should be sealed, siqned and dated by the engineer in a
location outside of the lot boundaries. -
7. The scale of the drawing should be such that the lot is depicted
as large as possible and still be able to show the curb line of the
street. The interior of the lot should be as free as possible of
notes and writing to allow the builder room to draw in his proposed
house and driveway location. An example of a acceptable 208 lot plan
is attached for use as a guide in preparing your drawings.
NOTE: YOU SHOULD NOT BEGIN LOT PLAN DRAWINGS UNTIL YOU ARE CERTAIN
THE SWALE AREAS ARE CORRECT AND YOU HAVE EASEMENTS WHzCH AR,E
PPROVED.
UL-uOE-S.1 ~P SPOKANE C0. STANDARD ~
r,4 +75.06 S ~ • • TYPE " B" DRl'WELL WfTH -
2078.60 TYPE 3 METAL FRAME &
GRATE. GRATt ELEV.=2077.ts5
/ Bam Elev. = 2Cl78.35
C)
w~POND 90,70M
G L ~ EL_1/.=2077.35
~ ~ ~ ~2•,~0. ,
Q' a~?
.
~,e~ • ~
~ DRAINAGE
I EASEMENT
I 0J\~
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Ui
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I ~ y ~ Z
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~cf"~ES 3/24/~ i
W,
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~ 80.02'
.
LM FLAN SCALE: 1' =20'
f~r~le
~
LOT 4, BLOCK 3
Plat Name
DATE: 1 1 /'.8/93 / . -
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~ w
RECEIVED
JAN 2 2 2002,
January 22, 2002 • SPOIWr1EC0UNiYENdNEER
Gary Nyberg
Spokane County OFRCIAL PUBLIC DOCUMENT
Development Engineering Services SPOKANE COUMYENGINEER'S QFACE
1026 W Broadway Ave ORIGINAL
Spokane, WA 99260 PRaECT #_.Vl2P G p
SUBM(TTAL # 2. -
RE: Summerfield East, 4' Addition RETURN TO COUNTY ENGINEER
Construction Plans
Dear Mr. Nyberg: I have enclosed the updated plan set; the original red line set, and the updated lot plans. The subject
plans have been revised to reflect your comments, and where they have not, an explanation will be
provide in this letter. The following aze responses to items from your letter dated December 3,2001:
• A Summerfield Homeowner's Association will be created for the maintenance of the sidewalk
and drainage facilities for this plat. Ken Tupper will be addressing this item, and will provide
the necessary documentation.
• A temporary natural drainage easement along the north boundary has been added to the TEC
plan.
• The note regarding the temporary turn azound easement off the north end of Burns has been
ignored as per a letter from John Hohman, dated January 17, 2002.
• Arterial Pavement: The pavement design was based upon anticipated traffic volume for the
Crown Road collector arterial and the subgrade properties along the roadway. A sample of
ML soil from test pit 4 was collected for Resilient Modiilus analysis. The ML soil analyzed was
present, in varying depths, in all test pits. No credit was given in the pavement design for
strength of any underlying soils. So, regazdless of the test pit the sample was taken from, the
0 design would be conservative, and apply to all areas of the plat. The pavement design yielded
❑ 19
301 Thaln Road 1220 IYorth Howard
Lewlston, ID 83501 3pokane, WA 99201
Ph.: (208) 746-2661 Ph.: (509) 328-5139
Fax: (208) 746•6825 Fax: (509) 328-0423
EIYGIIYEER8 • SURVEYORS • PLAIYNERS • CONSTRUCTIOIY MAIYAGERS
~1 -
1-lf_Y==V_ _
a section of 3" ACP over 6" CSBC for the collector arterial, Crown Avenue. However, the
- Spokane County Standazds stipulate that a minimum section of 4" ACP over 6" CSBC is
allowed for an arterial. The Spokane County minimum section is larger than the design section
and therefore will be used for the construction of Crown Road.
• Local Access Pavement: The Spokane County Standazds allow for the use of Table 3.16
(Structural road sections for residential streets pavement design alternate table) as an altemative
to pavement design for residential streets. The pavement design that was calculated for the
collector arterial, Crown Avenue, is a conservative design with respect to a residential street.
There is no minimum section for residential streets and either a pavement design or Table 3.16
may be used for specifying a road section. Therefore, the pavement design section of 3" ACP
over 6" CSBC will be used for the construction of Burns Road and Queen Avenue.
• The curb inlet capacities for the basins on each street were addressed in "APPENDIX IV -
Rational Method Calculations" of the Storm Water Design Brief. All values shown in these
calculations were extremely conservative considering that each driveway cut along the street
acts as a very long curb inlet.
• The Lot Plans have been revised as per your d'uection.
• "The flood zone requirements and design intent of the interceptor berm and drywells..." is
addressed in a letter from Tammy Williams, dated July 6, 1999, and a letter from Dean Franz,
dated July 1, 1999. These letters have been attached for you convenience. Please contact Ms.
Williams for any additional information regazding this issue.
The signature of the developer has not been added to these sheets, but will be included on the final plan
set. Please call me if you have any questions or need additional information.
Sincerely,
Wyatt Engineering, Inc.
Brian C. Belsby, P.E.
encl: Revised Construction Plans, Original redline set, Lot Plans, Williams Letter,
Franz letter, Hohman letter
cc: Ken Tupper, 112 N Raymond, Spokane, WA. 99206
~ FiLED JAIv 1 8 2002
~
k ~
~
S P O K A N E C O U N T Y
DN[SION OF ENGINEERING AND ROADS A DIVLSIOIJ OF THE PUBLIC WORKS DEPARTMENT
January 17, 2002
Brian Belsby, P.E.
Wyatt Engineering, Inc.
1220 N. Howard Street
Spokane, WA 99201
Re: P1206D Summerfield East, 4`h Addition •
Spokane County review letter dated December 3, 2001
Dear Brian,
It has come to our attention that one of the comments in our review letter dated December
3, 2001 is not appropriate for this project. Therefore, we retract the following comment:
• A temporary turn-around easement off the north end of Burns for a graved cud-de-sac
until the permanent extension of the road for fitture platting to the north. The
easement area and cul-de-sac construchon can also be shown on the TEC Plan.
The configuration of the north segment of Burns Road is acceptable as shown on the road
and drainage plans submitted on October 25, 2001. Please verify that a bamer has been
provided at the end of Burns Road to prevent vehicular access.
Sincerely,
1G41
7ohn V Hohman, P.E.
Development Services Engineer/Manager
cc: Ken Tupper, project applicant
Project File
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX. (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD• (509) 477-7133
i'
;
S p O K A N E C O U N T Y
DIVISION OF ENGINEER7NG AND ROADS • A DIVISION OF THB PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M Scott, P.E., Director
July 6, 1999
Dean Fra.nz
II'EC
707 W 7`h, Suite 200
Spokane, WA 99204
RE: Summerfield East 4`hand 5`hAddition, PE-1206
Dear Dean,
I am in receipt of your letter dated 7/1/99 outlining the conditions for building within the Zone B
floodplain in the above noted development. The conditions outline what we agreed upon in the
field on 6129l99, and clarify what has been discussed through previous correspondence. I beiieve
the floodplain concems will be adequately addressed if these conditions are adhered to.
If you have questions, please let me know.
Sincerely,
;
Tammie Williams
Floodplain Administrator .
cc: Ken Tupper, file
1026 W Broadway Ave • Spokane, WA 99260-0170 •(509) 456-3600 FA.Y: (509) 324-3478 TDD• (509) 324-3166
• ' - < < , , ~
" INLAND PACIFIC ENGINEERING, INC.
July 1, 1999. ,
IPE Project: 99004 -
Tammie Williams
Floodplain Administrator
Spokane County Public Works
• 1026 W. Broadway Ave, 2"a Floor ,
Spokane, WA 99260-1070
RE: Summerfield East 4'h & 5'h Addition .
(Spokane County No. PE-1206)
Dear Tammie: ,
Thank you for meeting with us at the project site a few days ago. Given the unusual conditions of
having an `Alluvial Floodplain' impacring the area, this naturally creates the need for close
communication with County engineering staff as this development embarks upon final design. We
have listed below our understanding of what was agreed upon during the field meeting.
• The living spaces for single-family housing within the FEMA Zone B flood zone is subject
to certain elevation restrictions, as follows: 1) the top of concrete foundation/wall shall be
no less than 24 inches above the top of curb of the frontage road; 2) no openings (e.g. doors
and windows) will be allowed below the "min. elevation of concrete wall"; 3) the garage
slab shall be no less than 18 inches above the top of curb of the frontage road; and 4) the
living area can extend 42 inches below the described top of concrete wall. An exhibit
showing these dimensions is enclosed for clarification, and is labeled "Housing Construction
in FEMA Zone B Area."
• The finish grade of the proposed streets within this plat, (e.g. the remaining phases within
the FEMA Zone B area), is to be at or close to existing grade. The intent of this criteria is
to not have any of the intemal streets significantly below existing grade.
• A one foot deep interceptor berm and two Type B drywells will be constructed along the
north side of the Zone B area with the next phase of Summerfield East. While no flooding
of the area from the `Forker Draw' is expected or has ever been observed, (due to the
presence of highly permeable `valley gravels'), an interceptor berm will be constructed to
provide an additional factor of safety against flooding. Maintenance access shall be provided
to this interceptor berm, the berm will be placed within an easement, and maintenance
responsibilities of said berm and drywells will be assumed by the developer.
;
55
l
V
0
Letter to Tammie Williams (7-1-99)
Summerfield East (PE-1206)
page 2
If any of these items of understanding are different that what you understood, please call me and we
can promptly make the necessary adjustrnents.
Sincerely,
Inland Pacific Engineering
~
Dean Franz, P.E.
Engineering Manager
encl: Exhibit -`Housmg Construction in FEMA Zone B Area' (8 '/Z' x 1 l
cc: Ken Tupper
Project file
99004.Ltr ofUnderstanding.7-1-99.wpd
0
~ ~ .
~ FRAME WALL
ROAD
WINDOW OR
~ FRAME WALL
CONCRETE SLAB
~ FOR GARAGE
.
FINISH ROAD MIN. ELEV. OF CONCRETE WALL
GRADE AT OR
~ NEAR EXISTING Z
GRADE Z ~
d-
TOP CURB 0 `V N
LIVING AREA
LOWEST ELEV.
y\\j\\/\\j~`~
CONCRETE WALL
UNBROKEN • \ ,z\ , /z
~~%X~\//X/:
i
SCALE: NOT TO SCALE
I NLAND
PACIFIc SUMMERFIELD EAST 4TH AND 5TH ADDITION
~ ENGINEERING H OU SI N G CONSTRUCTION IN FEMA ZONE B AREA
707 Weat 7th • Sulte 200 (509) 458-6840
\ Spokane, WA 99204 FAX: (509) 458-8844/ \ IPEC-99004-EXH3.DWG DATE: 6\30\99. J
Y
S P O K A N E C O U N T Y
DMSION OF ENGIIVEERING AI3D ROADS A DIVISION OF THE PUBLIC WORKS DEPAR7'MENT
January 17, 2002
Brian Belsby, P.E.
Wyatt Engineering, Inc.
1220 N. Howard Street
Spokane, WA 99201
Re: P1206D Summerfield East, 4'h Addition
Spokane County review letter dated December 3, 2001
Dear Brian,
It has come to our attention that one of the comments in our review letter dated December
3, 2001 is not appropriate for this project. Therefore, we retract the following comment:
o A temporary turn-around easement off the north end of Burns for a graved cul,de-sac
until the permanent extension of the road for future platting to the north. The
easernent area and cul-de-sac construction can also be shown on the TEC Plan.
The configuration of the north segment of Burns Road is acceptable as shown on the road
and drainage plans submitted on October 25, 2001. Please verify that a barrier has been
provided at the end of Burns Road to prevent vehicular access.
Sincerely,
~r=
John V. Hohman, P.E.
Development Services Engineer/Manager
cc. Ken Tupper, project applicant
Project File
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
~
-4
? f
S P O K A N E C O U N T Y
DMSION OF ERfGINEERIIVG AND ROADS A DIVISION OF THE PU6LIC WORKS DEPARTMENT
December 3, 2001
Brian Belsby, P.E.
Wyatt Engineering, Inc. '
1220 N. Howard Street
Spokane, WA 99201
Re: 10-25-01 & 11-13-01 Plat Submittals - 1°` Review
Summerfield East, 4`hAddition - Phase 1(P-1206D)
Dear Brian,
The submittal package is considered complete. I have reviewed the design documents for
compliance with the applicable 1995 County road standards and stormwater guidelines.
The plans and analysis were generally thorough and detailed. A marked-up review copy
of the plans is being returned rather than comment on the minor drafting items.
Following are additional documents that will be needed prior to plan acceptance or final
platting, as applicable:
• The annexation of the 4`h Addition property to the Summerfield East Homeowners
Association, if they are to maintain the roadway drainage facilities and sidewalks.
• A temporary natural drainage easement along the berm and around the drywell
locations until the potential Qood overflows are intercepted further upstream by a
superseding drainage plan. Maintenance access is available immediately off the north
end of Burns and off Crown just east of Lot 1, Block 18. The easement area should
be shown on the temporary Erosion Control(TEC) Plan along with the facilities.
• A temporary turn-around easement off the north end of Burns for a gravel cul-de-sac
until the permanent extension of the road for future platting to the north. The
easement area and cul-de-sac construction can also be shown on the TEC Plan.
Road Lnorovements
• The shown typical pavement section(4" ACP/6" CSTC) for the local streets matches
the `SRSC' tabular values for the (ML) subgrade present along and west of Burns.
The shown pavement section (4" ACP/6" CSTC) for the collector arterial matches the . County minimum arterial standard and seems appropriate for the better (SK subgrade
present along Crown east of Burns. A pavement design is still needed for Crown west
1026 W. Broadway Ave. • Spokane, WA 99260-0170 +(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
r of Burns with the poorer (NII.,) subgrade. A pavement section (4" ACP/ 8" gravel
base) would seem to be about right.
I am not sure to which street or streets the pavement design(3" ACP/6" gravel base)
applies to? However, it was derived from TP-4 with the better (S1V) subgrade
condition which does not apply to the subgrade conditions along Burns, Queen, or
Crown west of Burns. If it is intended only to apply to Crown east of Burns, it is still
over-ruled by the minimum arterial section!
Drainase Facilities
~ The future filling of the roadway swales for the driveways will leave enough swale
volume for their functions, since there is a two-fold excess initially available. The
driveways as designed will basically act as big curb inlets and allow overland flow
between the swales and between the swales and road gutter. You may want to raise
the driveway valley to the standard depth of .5 ft. off the swale bottom vs. the existing
~ .3 ft. and thereby soften the driveway dip.
1
However, I do not think that water and especially ice over the driveway approaches is
desirable. This type of approach may be necessary in the case of descending
driveways off the road, but in the case of level or ascending driveways, you may want
to just culvert the driveways with some ductile iron or other low-cover material pipe.
• You need to check the curb inlet capacities for their largest spacing for each of the
two typical road sections.
• The lot plans need to be excerpts of the construction plans and contain all of the detail.
• The flood zone requirements and design intent of the interceptor berm and drywells
must be included in the report and post-developed basin map. The off-site basin
including the flood zone & overflow need to be shown on a pre-developed basin map.
I will await your addressal of the above items and the revised report and plans. Feel free
to contact me at 477-7257 or by fax at 477-7655 to discuss these review comments.
Sincerely,
~
Gary W. Nyberg,
Plan Review Engineer
Encl: Plan Mark-Ups ,
gwn/g:/devsrvcs/pl ats/P-1709b:review. doc
■ _ -i= - e~=='= -~:`=`i-_
RECEIVED
November 13, 2001
NOV 13 2001
Cindy Callan 81RIMNEcpuMmam.
Spokane County ~
Development Engineering Services
1026 W Broadway Ave OFFICIAL PUBLIC DOCUti1tNT
Spokane, WA 99260 gppKANE COUYTY ENGINEER'S OFFlCE
O R i G I Nbp~-
RE: Summerfield East, 4`~ Addition, Phase 1 PROJECT
Project Submittal SUBMITTAL # I
REfURN TO COUNTY ENGINEER
Dear Ms. Callan:
The attached materials and checklist are supplemental to the submittal provided to your office on
October 24, 2001. Included in this submittal are: An additional copy of the drainage report and
construction plans, submittal checklist, special inspection agreement, lot plan for each individual lot, title
report, geotechnical report and pavement calculations. A draft final plat can be provided to you if that
is necessary for any depaztment to review.
The pavement design for Crown Avenue resulted in a 3" ACP over 6" base course section. This is a
thinner section than will be required by the County Design Standazds pavement matrix for the residential
streets. It is our intent to utilize the same section that has been designed for the residential streets. The
design for Crown is for a minor collector which would be conservative design for a residential street.
A one foot high berm is required along the northern boundary of the plat. Will the County require an
access and maintenance easement for the berm? Also, an existing water line easement crosses through
the plat and must be vacated. What will be the process for vacation of this easement that currently
benefits the Trentwood Irrigation District?
Sincerely,
Wyatt Engineering, Inc.
~'t•
1~~JJ'7~
Brian C. Belsby, P.E. ~
encl: Plans, drainage report, checklist, inspection agreement,
lot plans, (3)title report, geotechnical report, pavement calcs.
o ~
101 Thain Road 1220 IYorth Howard
Lewiston, ID 83501 Spokane, WA 99201
Ph.: (208) 746-2661 Ph.: (509) 328-5139
Fax: (208) 746•6825 Faa: (509) 328-0423
ENGIIYEERS • SURVEYORS • PLAIYNERS • CON8TRUCT10fY MANAGERS
11/08/2001 16:00 15093280423 WYATT ENGINEERING PAGE 01
,
. y ,
1220 N HOWARn ,
ENGINEERING, INC. SPOKANE, WA 99201
x.r
. . . A ,ue,d..,of usxn PH: (509)328-5139
•;a'_`;_•-'
FAX: (509)328-0423
Fax
To: Cindv Callan. EIT From: Brian Belsbv. P.E.
Faa: 477-7655 Date: 11 /8/O1
Phone: 477-3600 Pages(including cover page): 2
RE: Summerfield Ea,st Submxttal Copy:
Meseage:
Here is a typical Lot Plan for a lot with drainage easecnents. Please let me kuow if it looks good.
Also, I am uncertain if a Maintenance Manual and Sinking Fund Calculations aze required for this
project. Let me know.
11/08/2001 16:00 15093280423 WYATT ENGINEERING PAGE 02
1
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BECIN SWALE _ T ~ CURB INLET_ J
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10' UTlLITY EASEMENT --}1`. = - • ~ I
8' W10E EASEA~ENf_~ _
FOR DRAfNAGE
8' WIDE EASEAIENT I I
~ BECtN SWALE FOR ORAINAGE
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CATCH 84S1N ~ CURB INLET
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WOOD F~ ~ E
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~ BLOCK S '
. SUMMERfIELD EAST
~ FIRST ADDMON
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SCALE: 1 "=50' y ~
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ENG/NEERS 0 SURVEYORS
SUMMERFIELD EAST 4tl, AI)U , ~ ~ go-ow ~ ;
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RECEIVED
October 24, 2001
o c r 2j zuol .
John Hohman SpOKANE COUrv `y ENGINEER
Spokane County
Development Engineeri.ng Services
1026 W Broadway Ave
Spokane, WA 99260
RE: Summerfield East, 4' Addition, Phase 1
Construction Plans and Drainage Report
Deaz Mr. Hohman:
I have completed the above plans and report, and am submitting these items for your review and
approval. Please contact me upon completion of your review, or if you require additional information.
Sincerely,
Wyatt Engi.neering, Inc.
'1, '0
Brian C. Belsby, P.E.
encl: Construction Plan Set and Drainage Report
O M--~
101 Thain Road 1220 IYorth Howard
Lewiston, ID 83501 8pokane, WA 99201
Ph.: (208) 746-2661 Ph.: (509) 328-5139
Fax: (208) 746-6825 Faa: (509) 328-0423
EfYG11YEER3 • SURVEYORS • PLAIYIYER3 • COIY3TRUCTIOI4 MAIYAGERS
RECEIVED
; Submittal Checklist NOV 13 2001
for Road & Drainage Projects in Spokane County - Plats/Short P1atsSPOKANECOUNiYpy(,yMM
This Submeltal Checklist rs to 6e completed and signed by the Sponsor's Engineer, and included with each
plan saibmittal into the Spokane County Engineers Office If this form is not,fiilly completed and signed, do
nol submit plans and calculations to Spokane County for revietiv and acceptance. lncomplete submittals w►11
be returned and will cause unnecessary delays for your cltent.
Project Name:
Spokane County Project No. PE 1206-78 - SummerTeld East 4`h Add, P/rase 1 Date: Noveinber 8, 2001
Project Engineer: Wvatt Eneineerine. Inc. Phone: 509-328-5139
Project Sponsor: Ken Tirpper Phone: 509-981-4335
A. Preliminary Process
Prior to Submittal of Road and Drainage Plans, the following events are to have already occurred:
(By checking each item o,Jrshown below, you are slalrng that yotr have verified these events/<<enu have been completed)
0 I Adoption of a Hearing Examiner's Report for this long plat, or a Planning Report for this short plat.
0 I At least one Pre-Design Meeting has been held with County staff at the Engineers Office.
• An "Agreement to Pay Fees" has been signed by the project sponsor, and submitted to the County
Engineers Office.
• A Channelization Plan (e.g. sigmng and striping plan) of public roadway improvements, has been
coordinated and discussed with the County Engineers Office.
B. Road and Drainage Plan Submittal
The items listed below are to be provided as a minimum with a road and drainage plan submittal. Additional
information may be required to demonstrate that the plans meet all applicable standards.
(By clreclung "yes" for each item shown below, you are verijytng that these llems have been comp(eted and are mcluded in
t{zis submitta! For any box checked "n/a", a wrtttenjustrfication ofany omrssions at the end ojthis section is required)
ltem Description
0 yes Road and drainage plans, two print sets. (Certification statement on cover of plans)
❑ yes 0 n/a One set of plans on 24' x 36" mylar media, or CAD electronic file --.DWG or.DXF format
• yes Each Plan Sheet of record is signed and dated by the project sponsor.
• yes The road and drainage design meets the requirements of State law, WAC 196-27 regarding
"conformity with accepted standards"; that is, the design reflects the "state of the practice"
for the proposed concept.
• yes The plans, Drainage Report, basin map(s), and any other calculations are stamped, signed
and dated by an engineer licensed m the State of Washington.
• yes ❑ n/a Drainage Report, two sets. To include: basin map(s), time of concentration routes in basin
map, and Certification statement on cover of report and basin map.
• yes ❑ n/a Geotechnical Report, one set. ([nclude all soil test pit/boring logs.) ' q~CLA, PtJgL1C DOCUMENT
• yes ❑ n/a Structural Pavement Calculations, one set SPOKANE COUfYTY ENGINEER'S OFFICE ~
o yes N n/a Cross-slope grade calculations for road widening projects. ORMINAL
' PROJECT #
SUBMfTTA1 # I
RETURN TO COUN'TY ENGINEER °
Item Description
o yes ❑ n!a Maintenance Manual and Sinking Fund calculations for drainage facilities located outside
of County road right-of-way.
❑ yes 0 n/a Written explanation of who/what entity will be responsible for maintaining drainage
facilities which are located outside of public road right-of-way, and that the plan is
acceptable to the County Engineers Office.
* yes o n/a Channelization Plan, or signing and striping information provided in the road plans. To be
included in road and drainage plan set.
* yes ❑ n/a I have read the Hearing Examiner's Report (long plat), or Planning Dept. Findings and
Conditions (short plat), for this project. The design meets the conditions in the report.
❑ yes 0 n/a Copy of Approved Design Deviations.
o yes Cg o/a Fire District Approval, for private roads.
* yes ❑ n/a Lot Plans. Required for any lots with drainage easements and which front a public road,
or for lots which receive and treat runofffrom a public right-of-way.
❑ yes 0 n/a Any applicable State and Federal permits have been obtained. (i.e. HPA, JARPA, etc.).
For Permits with conditions, a copy of the permit and conditions are included in the plan
submittal.
* yes ❑ n/a Inspection Agreement between the sponsor and its engineer.
* yes o n/a For off-site easements to be granted to Spokane County, the following items shall be
included: legal descnption, exhibit, and proof of ownership.
* yes ❑ n/a Erosion Control Plan, required for "Major Land-Disturbing Activity." To be included in
the road and drainage plan set.
Explanation for any items listed above which are not included in this submittal:
See Anaclted Sl:eet
(Note: an insufficient justification of why an item was not included in the submitted, or incomplete documents, may result
in the submittal being returned without review or without acceptance Provide attachments if necessary.)
By signing below, the engineer is stating that the information provided m the submittal is complete, that the
information provided in the Submittal Checklist is accurate, and the plans and calculations are in accordance
with the Spokane County Standards for Road & Sewer Constnictron, and the Guidelines for Stormivater
Management, except where an approved Design Deviation allows otherwise.
Engineer's Signature: Date:
- ~ ~
Engineer's Name: l )K t AK) ~t5 uS d&`l
(please print)
/f there are any queslions about this form or appropriate procedures, please call Development Services,
Spokane Counry Publrc Works, at (509) 456-3600.
For Spokane County Use Only
Submittal No: ~ County Plan Reviewer: G 11'1 CW CG1lLG1,1(1_
I
o Accepted in for Review or Construction
o Returned to the engineer without review and/or acceptance, See attached letter of explanation.
Processing Date: NOV g , ~-00 I
Submittal Checklist
Spokane County Public Works, April 29, 1998
Submittal Checklist
for Road & Drainage Projects in Spokane County - Plats/Short Plats
Additional information Sheet
Project Name:
Spokane County Project No. PE 1206-78 - Summerfie/d East 4`'' Add. Plrase 1 Date: November 8,1001
Project Engineer: Wvatt Enzineerine. /nc. Phone: 509-328-5139
Project Sponsor: Kei: Tirnner Phone: 509-981-4335
B. Road and Drainage Plan Submittal
1. Mylars will be submitted for approval stamp once the review and approval has been received by
Spokane County.
2. Road widening is not a part of this project.
3. We have not been directed by the County if the Maintenance Manual and Sinking Fund calculations
are required for this project.
4. Maintenance of drainage facilities will be discussed in the CC&R documents that are currently being
drafted by the developer and will be forwarded to Spokane County upon completion.
5. No design deviations have been submitted as part of this project.
6. There are no private roads in this project.
7. No state or federal permits have been anticipated for this project.
8. Legal description, exhibit and proof of ownership for off-site easements will be forwarded to Spokane
County from the Title Company and owner as soon as they are available.
, Summerfield East 4th Add. Pavement "';ign
. ' 11 /13/01
SPOKANE COUNTY PAVEMENT DESIGN ANALYSIS
Prepared by
Wyatt Engineering, Inc.
Project: PE 1206-78 - Summefield East, 4th Addition, Phase 1
Location: Spokane Counry, North of Wellesley, West of Proqress.
RECEIWED:
1. Design Assumptions: -
`From Spokane County Desiqn Parameters . Nnv 1320041
SPOKANE COUNTYBUgM]
Design Life = 20 years
Level of Reliability (R) = 90 percent Standard Deviation (SO) = 0.45 OFL1ClAL PUBUC DOCUMENT
Pavement Serviceability - Initial = 4.2 SPOiW.Nc COUMY ENGINEER'S OFFICE
Pavement Sennceability - Terminal = 2.25
PSI Change 1.95 OR I G I NAL
Layer Coefficients PROJEC- r t 10 6D
ACP Class A& E= 0.42 SU6M 1: ~ L,_. w 1
CSTC & CSBC = 0.14
Dramage Coeficients RET'U'Ri'I NTY EfVGINEER
CSTC & CSBC = 0.95
2. Traffic Data:
Data from traffic report prepared by The Transpo Group on October 10, 2001
Titled "Summertield Trip Generation and Traffic Assignments"
*Assume total buildout for analysis.
Total Buildout Daily Trips (Crown) = 1500 ADT Total
Estimated Truck Trips @ 2% = 30 ADT Trucks
Traffic Distribution Factor = 0.5
Structural Number (SN) = 2 Assumed
1. Cars/Liqht Trucks -(Total ADT - ADT Trucks) = 1470
4000 Ibs Total (AASHTO Figure 5.2 - Vehicle 2.1)
18K EQ(Table D.1)
Front Single 2000 Ib 0.0002
Rear Single 2000 Ib 0.0002
Design Factor 0.0004 per car
ESAL1 = ADT x 365 x 20 x Design Factor = 4292 ESAL1
pavement.wb3
page 1
Summerfield East 4th Add Pavement ,ign
. 11 / 13/01
2. Lightly Loaded Trucks -(75% ADT Trucks) = 23
28000 Ibs Total (AASHTO Figure 5.2 - Vehicle 3.1)
18K EQ( Table D.1)
Front Single 4000 Ib 0.003
Mid Single 120001b 0.177 -
Rear Single 120001b 0.177
Design Factor 0.357 per truck
ESAL2 = ADT x 365 x 20 x Design Factor = 58637 ESAL2
3. Heavy Loaded Trucks -(25% ADT Trucks) = 8
69000 Ibs Total (AASHTO Figure 5.2 - Vehicle 6.1)
18K EQ( Table D 1& D 2)
Front Single 9000 Ib 0.06
Mid Tandem 30000 Ib 0.623
Rear Tandem 30000 Ib 0.623
Design Factor 1.306 per truck
ESAL3 = ADT x 365 x 20 x Design Factor = 71504 ESAL3
Design ESAL = Distribution Factor x(ESAL1 + ESAL2 + ESAL3)
IlDesiqn ESAL = 67217 ESAL ~I
3. Soil Data:
Data from geotechnical report by Strata on October 30, 2001
for Summerfield East, 4th Addition, Phase 1
Resilient Modulus, psi = 18000 psi
(sub-base)
D
pavement.wb3
page 2
Summerfield East 4th Add. Pavement' 'gn
• 11 /13/01
4. Calculations:
Asphalt Layer Coefficient - a1 = 0.42
Gravel Layer Coefficient - a2 = 0.14
Gravel Drainage Coefficient - m1 = 0.95
Eac = 400000 psi
Ebs = 30000 psi
Esb = 18000 psi
SN1 = 1.30 (AASHTO Nomograph)
SN2 = 1.60 (AASHTO Nomograph)
Asphalt Section:
D1 = SN1/a1 = 3.10 inches
"D1 = Use 3.00 inches
'SN1 = *D1xa1 = 1.26
Gravel Section:
D2 =(SN2-*SN1)/(a2 x m1)= 2.56 inches
*D2 = Use 6.00 inches
*SN2 = 'D2xa2 = 0.80
Summary of SN's (SN1 + SN2) = 2.06
Assumed SN = 2.00 o.k.
5. Design Section:
Aspha 3 inches
Gravel 6 inches
Sub-base N/A
pavement.wb3
page 3
taoMoGFtneti soives: ~ n rsi ! o0
~
, 1og10 4.2 - 1.5
1og10 18 = ZR*So 9.36*1og10(SN+1) - 0.20 + ~ + 2.32*1og10MR - 8.07 q
1094 ~
0.40 + ~
(SN+1) 5.19 ~
~
~
~
TL o TL ~
so
'E " a.~er.uicanbu;ty~l.c«. pps,~ I b
w
7 ~ ^ I I I
~ zo
. ` ° v I I I ~
• 99 9 , <05 u ~
a10
0 2
5
•99 > 90 ~ s W~ - ~ -
(r 0/ / 1 I I I
80 - ~ -
~.oi I I I I I
so ~.o~ - I I -
Exomple: 1 5
50 20; 3A
W1e = 5 x10 6 O00 e e 7 s s a s 2 ~
R = 95 %
~7 Z' • Design Structural Number, SN
qoyo Q A.'~i ~ So = 0.35
~ p o1 M esAL- MR = 5000 psi QPS~ = 1.95
6PSI = 1.9
Solution: SN = 5.0
Figure 3.1. Design chert for flexible pavements based on using mean values for each input. ~
w
~
DesigR Requirements 11'19
.
0.5
/ .
C 0.4Z~---~ j I I
0.4
-
N _ -
0
c V
°7 0 0.3
U ~p
6I 7
O (n
U ~ _ -
m d
~ U
co C
J 0 0.2
ip U
~ .
7 m
U L
7 O,
fn Q
f
0 1
0.0
0 100,000 200,000 300.000 -'400,000~) 500.000
Elastic Modulus, EAC (psq, of
Asphalt Concrete (at 68°F)
Figure 2.5. Chart for estimating structural layer coefficient of dense-graded asphait concrete
based on the elastic (resilient) modulus (3).
•r
. 11.20 Design of'Pavement Scructuses
- a
0.20 '
0.18 -
40 '
0 16 -
C:~--_cac~o
m 70 - 80 - a
~ fjQ - O
0.~2 - ~ 25 - p
y 50 - N M
U
40 - 70 - ~ 2.5 -
010--U---- 30 - ~ ~------•-,x----20-
~ Q
~o 60
0 08 - ' 3.5 - ~
U x
~ ZO - ~ 15 -
N
006 ------------50----------
~ 40 -
0.04 -
0.02 -
0
(1) Scale derived by averaging correlations obtained from Illinois.
(2) Scale derived by averaging correlations obtained from Califorrna, New Mexico and Wyoming.
(3) Scale denved by averaging correlations obtained from Texas
141 Scale denved on NCHRP pro)ect (3).
Figure 2.6. Variation in granular base layer coefficient (a 2) with
various base strength parameters (3).
0 ~
E ~i J ~ ~ ! 2 Tf''e '
' . . ..:Tf'dI1Sp0
, ~ ,aa o• , - - : . :
•Group
;
- ~ -
October 10, 2001 TG: - 01255.00
Brian Belsby, P.E.
' Wyatt Engineering
1220 North Howard
Spokane, WA 99101
SUBJECT: SUMMERFIELD 'I'RIP GENER.ATION AND TRAFFIC ASSIGNMENTS
Dear Mr. Belsey:
We have conducted a trip generation and distribution analysis for the Summerfield Residential
Development north of Wellesley Avenue and west of Progress Road in the Spokane Valley. The
development is being constructed in phases and will ultimately be occupied with up to 270-
smgle family dwelling units. Approximately 135-units have already been constructed and
occupied. Up to 25-units are planned with the current construction phase and the remaining
units will be constructed in phases peuding the demands of the residential market.
The proposed internal roadway network is extensive and provides direct access to Vilellesley
Avenue, Progress Road, Forker Road, and Evergreen Road by Way of Crown Avenue. Crown
Avenue will be completed from Progress Road to Evergreen Road with the completion of the
development. Development roadways south of Crown Avenue have been constructed and
roadways to the north will be constructed in future development phases.
Crown Avenue will be classified as a Collector Arterial by Spokane County because the road
will provide clear and direct cross-access between Evergreen Road and Progress Road.
Evergreen Road currently supports approximately 2,500 vehicles per day and Progress Road
appro.Yimateiy 8,500 vehicles per day, and the Spokane County classifies both roadways as . Minor Arterials. It is anticipated that approximately 500 vehicles per day could divert to
Crown Road to "cut-through" the Summerfield development to utilize the connection between
Evergreen Road and Progress Road.
Trip Generation for the development was determined with the use of the Institute of
Transportation Engineers Trip Generation Manual, 6th,Edition. The manual is a nationally and
locally recognized source of trip generation for land use developments. Land Use Code 210 of
the Manual describes the traffic characteristics of single-family residential developments and
indicates that Summerfield could generate up to 2,600 daily trips as a complete development.
Trip distribution was based upon historical traffic volumes and an evaluation of route
assessment. Generally, it is anticipated that 60-percent of developmerit traffic will access the
development through Wellesley Avenue. Approximately 30-percent of development traff-ic is
anticipated access the development by Progress Road, and the remaining 10-percent through
access connections on Forker Road and Evergreen Road. Based upon this distribution, it
anticipated that between 800 and 1,000 site-generated vehicies, on average, will utilize Crown
Avenue to access the site to/from Evergreen Road and Progress Road.
k - ~ i~fi~i•~ oe~~ a 9~aa i o0 3 56m.
0o0e 8° ~
The
- - ~ - - . _ Transpo
i a e a • ' , ~'7rO11p , -
l - _
Brian Belsey
October 10, 2001
Page 2 ,
Based upon this analysis, it is estimated that between 1,300 and 1,500 trips could utilize
Crown Road during the typical weekday. This is a worse case estimate based upon high-end
trip generation and "cut-through" traffic projections. Between 1 and 2-percent of this traffic
would be heavy vehicle traffic. Heavy vehicle traffic is defined in this analysis as vehicles that
are larger than a typical pickup, including UPS/Federal Express trucks, moving trucks, and
semi-tractor trailers. This estimate is based upon residential trip generation studies
conducted by Transpo for other developments in Washington Sta.te.
Please call me if you have any questions concerning this letter or our analysis. '
Sincerely,
The Tr s o roup
Willi David White
Tr sportation Engineer
BI~81~wlW~MI
.
STORMWATER TREATMENT
AND
. DRAINAGE FACILITIES
OPER.ATION & MAINTENANCE
MANUAL
SUMMERFIELD EAST, 4th ADDITION, SUBDIVISION
Spolcane County Plat No. PE 1206-78 USKH No. 679300
OffiCiAL PUBLIC DOCUMENT
SPOKMIE COUNiY ENGINEER'S OFFlCE
March, 2002 ORIGINAL
PRaECT #2,2~ o
SUBMRTqI,
` By , AETURN TO EOUMY EIYGINEER
Wyatt Engineering, Inc.
1220 N Howard St RECEIVED
Spokane, WA 99201
(509) 328-5139 MAR 14 1001
SPOKANE COUNTY ENGINEER
.
Y~+~.~.f.J,• ;•~~1~.;',+{~~
NP ~~...i
. ..,~.a.~.. ti...,..n. . t~• ~hi: !~t~f'~,ds~
10 V il.U 3 'J
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ai~"♦ ~ . ,
STORMWATER TREATMENT AND DRAINAGE FACILITIES
OPERATION & MAINTENANCE MANUAI,
1.00 PURPOSE
This document is intended to provide general operations and maintenance guidelines for the offsite
drainage facilities that serve the Summerfield East, 4' Addition, Subdivision. Implementation of these
guidelines will insure that the drainage facilities installed will fiinction as intended in the design.
2.00 INTRODUCTION
Generally, the drainage system is intended to collect uphill offsite and developed onsite stormwater
runoff for treatment and subsurface discharge. In this case, only offsite facilities will require
maintenance. The offsite drainage facilities consist of drywells, sumps around the drywells and an
interceptor berm along the north boundary of the plat . It is important to provide adequate operations
and maintenance activities to insure that the drainage facilities remain silt or dirt free, as this silt or dirt
loading will affect the performance of the drainage structures. Therefore, periodic maintenance is
unportant. A full set of engineering drawings is available far review at Spokane County Public Works,
under County file PE 1206-78. A site layout exhibit is provided in the Appendix of this document.
As per Spokane County Standards for Road and Sewer Construction, Section 3.05 - Border
Easements, Spokane County will maintain drainage inlets, grates, pipes, and drywells used for disposal
of public road drainage. This means that Spokane County will maintian all drainage facilities in the plat
that are located between the street curbs and sidewalks. The only facilities located outside of this area
are the two drywells, sumps and berm located in the temporary natural drainage easement along the
north boundary of the plat.
3.00 GENERAL OPERATIONAL CHARACTERISTICS
The drainage facilities for Summerfield East, 4"' Addition are generally very simple, funcrional, and have
low maintenance requirements. A periodic visual inspecrion of the facilities will identify any required
maintenance. Most maintenance will consist of keeping the structures free of debris and sediment. A
specific inspection schedule should be followed. See Section 4.0 for recommended maintenance
schedules.
3.10 Drainaize Structures
No onsite drainage structures will require maintenace for this project. They will be maintained
by Spokane County.
The offsite drainage structures that must be maintained include a one foot=interceptor berm
along the north boundary of the plat, two type B drywells, and 6" deep sump areas around each
STORMWATER TREATMENT AND DRAINAGE FACILITIES
OPERATION & MAINTENANCE MANUAL '
of the drywells. These measures provide an additional factor of safety against flooding from the
Zone B flood plain to the north. These facilities are located in a 20 foot wide temporary natural
drainage easement. In the event that the boundary of the flood plain is revised or development
occurs north of the plat boundary, these drainage features may be vacated and abandoned. If
the facilities are abandoned and Spokane County has been given funds for their operation and
maintenace, any unused funds in the possession of the County will be retumed to the payor.
4.00 MAINTENANCE REOUIREMENTS AND SCHEDULES
Below is a maintenance description for each of the drainage system elements that require maintenance,
including the drywells, sump areas and berm. All drainage facilities located outside of the border
easement are expected to be maintained by 550 LLC.
550 LLC shall provide to the Spokane County Parks Deparhnent and the Spokane County Engineer
the name, address, and 24-hour telephone number for the entity responsible for performing routine and
emergency maintenance inspections and repairs. This information shall be confirmed on a yearly basis.
550 LLC shall provide norice of any changes to the Spokane County Parks Department and the
Spokane County Engineer within 15 days of said changes.
General
Proper maintenance procedures are necessary for the continued functioning of the drainage facilities. .
Improper maintenance, or lack of attentive maintenance measures, may result in negarive drainage
impacts. It is strongly recommended that 550 LLC designate an individual who will be responsible for
making sure the maintenance measures are implemented.
Generally, maintenance personnel are to conduct a visual inspection of the drainage facilities
immediately following a substantial rainfall event or snowmelt event. _
4.10 Draina2e Structures
The drywells should be inspected annually, or after every significant rainfall and/or snowmelt
event, wbichever is more frequent. These structures consist of a grated inlet, perforated
concrete barrel sections, and buried washed drain rock, wrapped in porous filter fabric.
During routine inspection, if standing water is found 72 hours or mare after the last significant
rainfall event, the infiltration structure is most likely clogged due to silt and sediment. The
structure shall be vacuumed of standing water and sediment.
The sump area around the drywell is 6" below the rim elevation, and provides an area for
debris, sand and silt to settle out, before runoff enters the drywell. This area may become
cluttered with debris or fill in with soil over time. This area should be inspected annually or after
every significant rainfall and/or snowmelt event. Accumulated debris and soil in the sump area
should be removed.
The interceptor berm should be inspected annually or after every significant rainfall and/or
snowmelt event. Any areas in the berm that are damaged or eroded should be repaired
immediately.
5.00 Recommended Set-Aside Funds for Nlaintenance & Future Reulacement Costs
There will be annual maintenance costs, major renovation costs and future replacement costs for the
offsite drainage facilities. These costs aze the responsibility of 550 LLC or successors in interest. Major
renovation and future replacement costs have been converted to annual costs, in the form of
recommended set-aside funds. It is assumed that %2 of the drywells will need to be replaced within 20
years.
Table S.OOA - Structure Replacement
1/2 Total Present Value Future Value'
Units
Per nit I Total
1 $2,000 $2,000 $4,382
TOTAL I $4,382
The estimated annual maintenance costs and recommended annual set-aside costs are listed below in
Table S.OOB. It is recommended that 550 LLC set-aside these amount of funds annually, to ensure that
adequate maintenance and replacement measures of the drainage facilities will be implemented.
Table S.OOB - Maintenance and Future Replacement Costs
Dramage Facility Annual Mamtenance Annual Set-Aside Funds
Costs for Future Replacement or
Major Renovahon
Dry-vvells I $200 I $120
Sub-total Annual Costs I$200 I$120
Note. (1) Assume replacement m 20 yrs, wuh 4% inflaUOn and a 6°/a rate of retum on mvestrnents for set-aside accounG
Grand TotaVyear = $ 320
Cost per lot/year = $ 13 (251ots)
6.00 Financial Resaonsibilitv
The developer, 550 LLC, will deposit the present value of the structure replacement cost, $2,000 as
shown in Table S.OOA, in a savings account for the benefit of Spokane County, to be used in the event
that replacement is necessary. 550 LLC, or its successors in interest, will perform all future
maintenance for the offsite drainage facilities, and assume all annual maintenace costs.
TECHNICAL APPENDIX
SITE MAP
PRECAST DRYWELL DETAII.
INTERCEPTOR BERM DETAIL
I ' ~ \ \
1 i 'l ~ 1
\ ~ 1 ~ l
\ ~ \ ~ 1
~ 1a
~ i I \ S}
~
~ s ~ / / ~ 1 ~ 1 r\ - - - -
.
.
~
, ° t7-4
~
~
SUMMERFIELD EAST FOURTH ADD. _
SPOKANE COUNTY, WASHINGTON
SECTION 35, T26N, R44E ENG/NEERS' 0 SURVEYORS
oC., a C)
~ o N J 1220 N. HOWARD ST. 101 THAIN RD.
SPOKANE. WA 99201 LEWISTON ID 63501
xq~
FAX (509) 328-0423 FAX (208~ 746-6825
SITE MAP , (509) 328-5139 czoe 746-2661
r
~
~
DRYWELI BARFiEL OR
GENERAL NOTES CA7CH BASIN WALL
WATERPROOF~ PIPE (TYP.)
1. GRqVEL BACKFIU. QUANTITY FOR DRYWELIS : NON-SHRINK NOTE.
TYPE "A" - 30 CUBIC YARQS A(lNIMUM / 42 TONS. GROUT ~
PVC PIPE ADAPTERS ANO CASKET AIAY VARY
TYPE *B" -40 CU81C YAROS MINIMUM / 56 TOtJS. IN SHAPE AHO SiZE nS ILLUSTAATED IN
OR AS SPECIFlED ON ROAO PLANS. DETAIL BY ACCEPTABIE ALTERNATE IN
2. SPECIAL BACKFILL MATERIAL FOR ORriVELLS SHAIL CONSIST OF ACCORDANCE W1TN A.5 T.M.-C-428.
WASHED CRAVEL CRADED FROM I' TO 3' RiTH A MAXIMUM OF SX 4+\ -
VC I PASSINC TIiE U S No. 200 SCREEN, AS MEASVRED BY YIEICHi. ~-GASKET
A AIARIMUM OF 10% OF iHE ACCRECATE. AS MEASURED BY WEIGHi, ~ ~-p ADAPTER
1 L
MAY BE CRUSNEO OR FRACTURED ROCK iHE REMAININC 90%
544ALL BE NATURALLY OGCURRING UNFRACNREO MATERIAL ~ PVC ADAPTER
J FABRIC SHALL BE MODERAIE SUR4IVAHIIITY AS OUtI.INED (SAND COLLAR)
IN STANDARD SPECIFICAT10NS 9-33
4 SEE STANpARD PIANS SFiEETS 8-2 AND 8-3 fOR ,
PRECAST CONCRETE OETAILS CRATE fTYPE 4~ MORTAR IN PLACE '
9 ADJUSIMENT BLOCKS SHALL BE CEMENT CONCRETE PAY LIMITS
6. PRECAST RISER MAY BE USED IN COMBINATION METAL FRAME
u~ `
WITH OR IN LIEU pF ADJUSIIPIC BlOCKS dc GRA1E
7, WFIEN PVC PIPE IS USEO A PVC AOAPTER SHALL 8E INSTALLED.
B PIPES SHALL 6E CROU7E0 INTO DRYKELLS. TOP SOIL -RINCS RED AOJUSTIAENT
_
~Np7j FjYpEE;~ i GRAVEL BACKFILL 2'-0'
MORTAR IN PLACE TO BE COMPLEIELY ~
o COVE ED VNTH FABRIC ,
N
~ 1
, 4MLET PIPE
c i TOP SOiL . t- ~MORTAREO : ~ ~
ADJUSTIAENT RIN/-INLET
• CRAVEL BACKFILL Q TO BE COMPLETELY Z•_p• m ~ ~ ~SEE NOTE 7COVERED WIT}1 PABRiC NOTE 1N
41
CRAVEL ~ SEEPACE PORTS pIPE BaCKFlLL. SEE DETA{L, SHT. B-2} C, °p ~ • 1 - FABAIC UNER
NOTE 1Ndc 2 ___L ~e
CRAVEL Z N ~ O C-7 1_J
i BAq(FlLL, 1~ Q L] \\-SEE bTE 7 0
~Ep RT (
~ ~ •i~ SEE DETAAL ESHEET B-2. a
I-' 1' 1 FABRIC LINER
M 'yl f~ ~.I I~
,f`ii
NDISTURBED NOl51UR8ED
SOIL pIL
DRYWELL - TYPE 'A' SWALE DRYWELL - TYPE '8' SWALE
SPOKANE COUNTY
APPROVED: STANDARo 9HEEf
DEPARTMENT OF PUBUC WORKS car+ Ncu ~,,,,,,<<~ 8_10
dO.111ATF IAY CKD.IAPPR i ~i~l'StaF, sPoK.rF, w~. 99206 +5e-3e00 oAr~, - o,,,,,, , PRECAST DRYWELLS PLACED IN SWALES
,
~ .
~
~
gz
~
0
m
~ f-
CONSTRUCT 1 •0' ~ g
HIGH BER SH~WN z
LQCATION ~
ON PLAN Q
~
!
. ~ 2T
EXISTING
GROUND
I_.?f/s,-~ ~ J
/
' 5' MINIMUM / .
/
/INTERCEPTOR BERM DETAIL N-rs
0 SP
-
~ .
t
`i
PECIAL INSP , AGREEMENT
Project Title -,,5CJM M G-KF i G L D EA-s i, * F~A'bO i no-J ,
Project Address SPoKAa cal~,,,rr , d. ,,r~' a/11l10-51s4, S 35 T 26R44-
LA>• or pr-oy ress .
Project Owner kEnl T vP10E?2
Project Number l,~ /;Z-v lo 7 8
Pursuant to the conditions of the approved Design Deviation, the above-referenced project
requires special mspection of.•
{Insert brief description of drainage facility: i.e. type, size, etc. }
2 OS TYlV A" f e'~ D.cf'wGt GS •
The stormwater system is being built on this site to control stormwater runoff resulting from the
development of this parcel. The purpose of this special inspection is to insure that the drainage
facilities are constructed in substantial conformance with the Accepted plans, and that the facilities
will function as intended.
PART 1. GENERAL CONDITIONS ~
Definitions:
Special Inspector: A Professional Engineer licensed in the State of Washington, and his
authorized agents, hired by the Owner, to provide quality control testing and inspection services. .
Owner: The person or company sponsoring the project
Contractor: The person or company hired by the Owner to construct the facilities.
Accepted Plans: Civil plans for the above referenced project, prepared, stamped, and approved
by a Washington Licensed Engineer, which have been reviewed by the Division of Engineering
and Roads and accepted for construction.
Special Ins.pe,ction Agreement page: 1
Spokane County Project No.
• '
Design Engineer: The Engineer of Record for the design of the stormwater control plans. This
Engineer must be a Professional Engi.neer licensed in the State of Washington. .
General Conditions
The Owner, Contractor, and Special Inspector are to perform their respective duties in a
cooperative manner, to insure that the drainage facilities are constructed in accordance with the
Accepted Plans.
This Agreement shall be signed by the responsible parties, the Contractor, Owner and Special
Inspector, prior to issuance of a building permit.
Special Inspechon Agreement page: 2
Spokane County Project No.
- 11/09/2001 12:02 226-13$2 ELLER CORPORATION P4GE 01
1110912881 10:51 1507 `0423 WYATT ENGINEERIr"' FAGE 02
. ~
PART 2. 3PEC'IFIC REQ[JIREMENTS ~
FOR THE CON'IZtAC"i'QR:
1. Tho Cara-+ceor dnu provide tbe Speaal hmpevoor two workug 6" aotica priQr to pe&rmis4
aoy oomr►rvcam movity the wi11 rvquire imspeadm bv tbs Speaa) Iaryoctor.
2. Aatmtm tbst will rsquire mspeoaoo iutu,dc. bui Mtil1 oot bo la=ted to:
A) FaiczvpqoO af dttiaap poW mm, cohveyalfCe ditclm, 6enns, ad any ottar earphwo&
b) Plsament of A11 Ebr drainW aren.
c) PlaoeMMot entobvlae, aaUb• bUuoCIDavXY or Dt'esa+re-lwa scmm *sinaBsDiPtug,
fowed-m-Ph= &aian6e M"Wtm smvd dtaiofisJd:, Pun+pin6 sysoems, storanvater
paada and di:poRal hciilitia. ata. .
dj Fmieb amdim : im~o of soddwQ, soedfns, ludscaPiab. And irrigatioa systema> fiaal
aie~nup.
c) Otbsr *W. as,litMed ia "SxLibit A."
3. '?be Cantracbr ie respomble ibr rwiewlop tbe aPP^svad plaas for mdiaaasi mavibm shat iaQuine
saepecton by the Spsois1 Iarpoow,
a. 1'he C*atracsor sbau wrrecs anr deflcicacia io i6e wadr, as ooced by the specid Iaapecwr, m a
iitaelY ialhioa-
S Tha CantraMr shnD avafy tbt Owaer, tbs SpeaW Iospector. S,polcanr Couaty Deveiopeneat
Swviv" (a rvp"aeUUtive af ft Camty Ea jpaRr), W,d tbp Dosip Euginm brueiedisWY otaY
uowcpatad s:tt coadiAOw, L[MOMd tift cooditions are Om tiwt would piavee2 the
caastruauoo af ttyt improvenenta +w deaigae4 a wpicb wmld advcm}y asaat tha parf'oru=ce of
tbs 4rai0W DWAities SDb'iMW Cvu* Dev*opsW Services caa ba reached st 436-3600.
6. The Coaauaor:hatl ead asd U&rstw tho Owoer's tu4d Speoial Inspodces param of rhis
Agre~aa~t• .
COWRACTOA•
ADDRBSS: O. ~s a«c Newwt (A L-.c WA. 9 10 z 5
. PHoxB NtfiBER: 5`0 DA73• LL/9 /01
~ .
BY: r AJ nNJ ~ X-o
(Pft :vamo)
. waua covy ana rMia lbr ym
~W lowectio° Apunaw ' Daes: 3 •
Spviaa~ Couaty Pevlecx No,
. .
I
~
~i
/
PART 2. SPECIFIC REQUIREMENTS
~
FOR THE CONTRACTOR:
1. The Contractor shall provide the Special Inspector two working days notice prior to performing
any construction activity that will require inspection by the Special Inspector.
2. Activities that will require inspection include, but will not be limited to:
a) Excavation of drainage pond areas, conveyance ditches, berms, and any other earthwork.
b) Placement of fill for dra'na;e areas.
c) Placement of manholes, catch basins, gravity or pressure-line storm drainage piping,
poured-in-place drainage structures, gravel drainfields, pumping systems, stormwater
ponds and disposal facilities, etc. -
d) Finish grading; installation of sodding, seeding, landscapmg, and irrigation systems; final
cleanup. `
e) Other itetns, as listed in "Exhibit A."
, 3. The Contractor is responsible for reviewing the approved plans for additional activities that require
inspection by the Special Inspector.
4. The Contractor shall correct any deficiencies in the worlc, as noted by the Special Inspector, in a
timely fashion.
5. The Contractor shall notify the Owner, the Special Inspector, Spokane County Development
Services (a representative of the County Engineer), and the Design Engineer immediately of any
unexpected site conditions. Unexpected site conditions are those that would prevent the
construction of the improvements as designed, or which would adversely affect the performance of
the drainage facilities. Spokane County Development Services can be reached at 456-3600.
6. The Contractor shall read and understand the Owner's and Special Inspector's portions of this
Agreement.
CONTR.ACTOR:
annxESS: o . LArE cvA. 9 q o 2 S
PHONENUMBER (9-0q) 22C~ - 0335 DATE: 1 l/q /D ~
BY:
(Print Name) (Authorized Signature)
Please copy and retain for your records
Special Inspection Agreement page: 3
Spokane County Project No.
, / .
PART 2. SPECIFIC REQUIREMENTS (Cont)
FOR THE OWNER:
1. The Owner agrees to employ a Professional Engineer, licensed in the State of Washingtoq prior to
construction, for the purpose of being a Special Inspector of the construction activities for the
stormwater drainage accepted for construction.
2. For coordination purposes, the Owner shall provide the Contractor the name and phone number of the
Special Inspector; and the Owner shall provide the Special Inspector the name and phone number of the
Contractor.
3. The Owner shall aid the Special Inspector in being present on the site when required. The Owner shall
also aid the Special Inspector in submitting final reports, testing data, and Record Drawings to the
Spokane County Division of Engineering and Roads.
4. The Owner shall help to facilitate the correction of any deficient aspects of the stormwater drainage
system.
5. The Owner shall read and understand the Contractor's and Special Inspector's portions of this
Agreement.
6. The Owner aclaiowledges that he/she will not receive a Certificate of Occupancy until deficient aspects
of the construction aze corrected, and the Record Drawings are accepted by the Spokane County
Diviston of Engineering and Roads.
OWNER: . ~ v~"~ k~s~ ~ ~ . ~
ADnREss: xxt
PHONE NUMBER: DATE:
BY: ~~\~l L1r BY:
(Print Name) (Authorized Signatuie)\ N\
Please copy and retain for your records
Special Inspection Agreement page: 4
Spokane County Project No.
1 r
. ~
, PART 2. SPECIFIC REQUIREMENTS (Cont.)
FOR THE SPECIAL INSPECTOR:
1. The Special Inspector shall perform job site inspection, materials testing and quality control
services to an extent that the drainage facilities associated with the project will function: a) in
accordance with the applicable Spokane County Codes and regulations; b) as inteuded m the
design; c) in conformance with the Design Deviation Conditions associated with this project, if
any; and d) as shown in the Accepted Plans.
2. r The Special Inspector must be licensed as a Professional Engineer in the State of Washington.
3. The Special Inspector has the responsibility of being present on the site when he/she is notified by
the Contractor that work will be performed that requires inspection. -
4. The Special Inspector shall log into the Inspection Record Card each time that he/she performs
inspection work on the site.
5. The Special Inspector shall use the Accepted Plans, as defined above, for overseeing the
construction of the drainage facilities.
6. Examples of inspection duties include, but aze not limited to:
a) During excavation and construction of pond areas, ditches, berms, etc.:
i) Note siBni.ficant changes in soil or presence of groundwater.
. ii) Confirm:
a) Elevations of ponds, berms, conveyance ditches.
b) Side slopes: grades and embanlQnent stability..
c) Dimensions of ponds, berms, and ditches.
d) Horizontal locations of improvements.
e) Pond liner materials and installation procedures, if used.
' fl Soil compacUon.
g) Elevations and dimensions of drainage structures.
iu) Perform testing of fill material for gradation and compaction.
b) Perform testing of cement concrete for compressive strength, slump, and air entrainment.
c) Inspect the placement of reinforcing steel in cement concrete struchues.
d) inspection of the placement of gravity or pressure-pipe stormwater lines. Inspect pipe
material, size, length, grade, construction methods.
Special Inspection Agreement page: 5 ,
Spokane County Project No.
r
e) Observe the placement of sod, seed, landscaping, and irrigation systems. Ensure that these
items meet specifications, and that they do not interfere wifh or harm the stormwater control system. ;
fl See Exhibit `A', which is attached.
7. Ofteq the Special Inspector will need to perform inspection duties beyond the minimum
requirements set forth on the plans or listed herein. It is recommended that WSDOT Specifications
be used where specifications are not expressly given.
8. The Special Inspector shall notify the Contractor, Owner, the Design Engineer, Spokane County
Division of Building and Planniug, and Spokane County Development Engineering Services (a
representative of the County Engineer) immediately, if unexpected conditions are encountered that
would prevent the proper construction of the improvements, or that would negatively affect the
operation of the drainage facilities.
9. Any modi5cations to the Accepted Plans must be submitted to the Design Engineer for approval,
prior to construction of the modifications.
10. Copies of all routine reports shall be submitted by the Special Inspector to both Spokane County
Development Engineering Services (a representative of the County Engineer) and the Division of
Building and Planning on a weekly basis.
11. Prior to the issuance of a Certificate of Occupancy for this project:
a) The Special Inspector shall submit inspection reports, lab reports, and Record Drawings.
The Record Drawings shall be stamped and signed by the Special Inspector, with a
statement on the plans that the constructed improvements are in substantial conformance
with the Accepted Plans.
b) The Owner, Contractor and Special Inspector shall acquire written acceptance of the
Record Drawings and inspection reports from the County Engineer.
12. The Special Inspector shall read and understand the Contractor's and Owner's portions of this
Agreement.
SPECIALINSPECTIONFIRM: (/V~/o-rr E~J"<+lA/C'-eAlci , q. SuBSI~ovW oC VSkN
ADDRESS: 1 ZZv IJ, Raw.*4 J 5 PO 1c,4►J E: wA . 9 9 Zo ~
PHONE NUMBER _C5,-0 `52 $ "4,5 131 DATE: ti
~
SPECIAL INSPECTOR: v2 tQ~o 6OZ56 Y , P. G.
(Print Name)
SPECIAL INSPECTOR: cf) eX~(rv~
(Authorized Signature) I
WASHINGTON PROFESSIONAL ENGINEERS LICENSE NO. : 3~-
Please copy and retain for your records
Special Inspection Agreement page: 6
Spokane County Project No.
. ~
, PART 2. SPECIFIC REQUIREMENTS (Cont.) ~
Ex6ibit `A'
Additional items which require inspection for this project are listed below.
{To be Completed by Spokcme County Engineer's Office}
Special Inspection Agreement page: 7
Spokane Counry Project No.
;
• ~ . RECD N 01l 05 2 0 01
,
F
; -RECEIVED
~ -NOV 13 2001
~
sPorcOEcoulrnaiUM=
~
iLETTER REPORT
GEOTECHIVICAL CONSULTATION SERVICES
RESILIENT MODULUS SUBGR.ADE TESTING
. , SUIvIl\1ERFIELD EAST, 4TH ADDITION, PHASE 1
SPOKANE, WASHINGTON
- OFFICIAL PUBLIC QOCUMEM' -SPOKANE COUMY ENGINEER'S OMCE
~ ORIGINAL ~
PROJECT # P I ZQ 6 D
SUBMfTTAL # 1
REfURN TO COUMY ENGINEER
October 30, 2001
J S i
GEOTECHNICAL ENGINEERING & MATERIALS TESTING
' BOISE COEUR D'ALENE MOSCOW IDAHO FALLS POCATELLO SPOKANE TRI-CITIES
~
S i R a T a
GEOTECHNICAL ENGINEERINO 8 MATERIALS TESTING
1620 N Mamer Rd. Budding C. Suite 100, Spokane, WA 99216
- 509 89 7-190a / Fax 509891-2012 / e-mail sVatspk@iea com
October 30, 2001
File: TUPKEN S010115-2
Mr. JeffLogan P.E.
Wyatt Engineering, Inc.
1220 N. Howazd Street
Spokane, Washington 99201
RE: LETTER
Geotechnical Consultation Services
Resilient Modulus Subgrade Testing
Summerfield East, 4~' Addition, Phase 1
Spokane, Washineton
' Dear Mr. Logan:
Strata Geotechnical Engineering and Materials Testing, Inc. (STR.ATA) has completed
the authorized geotechnical consultation services for Summerfield East, Fourth Addition,
Phase 1 project. The evaluation was performed in accordance with the authorized scope of
services and general conditions as described in our proposal dated September 24, 2001. The
appro.cimate location of the property is shown on Plate 1, Vicinity Map. The purpose of our
geotechnical consultation services was to investigate the subsurface conditions, to classify the
soils and to subcontract a resilient modulus test on the subgrade material from one location as
requested by Wyatt Engineering.
Strata obtained information for the subsurface investigation from test pits excavated at
the approximate locations of proposed roadways. Approximate test pit locations are shown
on Plate 2, Site Schematic. The locations of the test pits were established in the field by
taping and pacing from existing features and property boundaries. A staff geologist from our
office performed the field investigation on October 3, 2001. This letter has been prepared to
summarize our observations, the results of the testing, and our current opinions and
recommendations.
STR.ATA visually classified and logged the soils exposed by the test pits. A summary
of the Unified Soil Classification System is provided as Plate 3. This summary should be
used to interpret the descriptions used on the test pit logs and throughout this letter. Detailed
' descriprions of the subsurface conditions in the six test pits aze presented as Appendix A,
Plates 4 through 10, Test Pit Logs.
The USDA Natural Resource Conservation Service (formerly the Soil Conservation
Service) has mapped the soil at the project site as the Garrison Gravelly Loam (GgA), (Soil
Survev of Snokane Countv, Washinaton. 1968). The Garrison series consists of very deep,
y soils, formed in glacial outwash with a mantel of volcanic ash and loess on level to gently
sloping terraces. The typical USCS soil classifications from the surface downward are Silty .
IDAHO • WASHINGTON • OFEGON WYOMING - MONTANA • UTAH • NEVADA
. ~
i •
_ I Su.._..erfield East, 4h Addition, Phase 1
~ Project No TUPKEN SO l01 I S-2
i Page 2
SAND, Silty GRAVEL, and Poorly Graded Gravels. It is characterized as having a moderate
surface permeability, moderate potential for frost action and low shrink-swell potential. The
pH is reported to range from 5.6 to 7.8. The risk of corrosion is considered moderate for
uncoated•steel and low for concrete. The soil is characterized by 12 to 20 percent clay content
from 0 to 44 inches.
STRATA observed the following subsurface conditions in the select areas of the
property. The soil profile was fairly uniform among the six test pits. The original topsoil was
appazently mixed with the immediate subsoil by past farming and is not clearly
distinguishable from the subsoil. The current surface soil is SILT with grass roots to a depth
of about 0.5 feet. The soil from ground surface to depths between approxirnately two to three
feet generally consists of grey SILT with vaziable amounts of sand and gravel. Below the silt
unit, the soil consists of alluvial sandy GRAVEL with silt that extends to test pit termination
depths of five to six feet. Both soil units generally become coarser with depth.
STRATA collected a sample of sandy SILT with Gravel from test pit 4 at a depth of
0.5 to 1.5 feet for the Resilient Modulus (Mr) analysis. STRATA performed a modified
proctor test (ASTM D- 1557) on the soil sample. Our subcontracted laboratory used the
results of the Modified Proctor test to remold the sample to 90% of the maximum density and
optimum moisture content. The remolded sample was used for conducting the Resilient
Modulus testing. Laboratory test results aze included in Appendix B, Laboratory Test
Results.
We understand that several underground utilities will be installed within the proposed
roadways, including sanitary sewer and water. Installation of the proposed new sewer line
may require trench excavations up to ten feet in depth. It is STRATA's opinion that the
excavation and subsequent backfilling of these trenches will most likely result in mixing of
the near surface silt with the underlying gravel. Subsurface conditions within those portions
of the proposed roadway where earthwork activities for underground utility installation occur
will therefore be significantly altered from the subsurface conditions observed in our
explorations. The natural consequence of these changes will be an overall improvement of
the pavement subgrade. It is STRATA's opinion that the pavement subgrade for the entire
roadway may be "improved" with moderate expansion of the excavation required for
underground utility installation. If such improvements are incorporated into the utility
installation process, we recommend that the pavement subgrade be re-evaluated upon
completion of utility installation so that an appropriate pavement section can be designed.
This letter has been prepazed to assist the planning of the Summerfield East, 4`h
Addition, Phase 1. We have performed our services to assess the subsurface conditions
utilizing excavated test pits and laboratory testing. The purpose of our studies has been to
classify the existing soil at the locations noted and to subcontract a resilient modulus test to be
used in roadway design. This letter does not constitute a geotechnical evaluation of the
property for foundations, slopes, and other site improvements. Our services consist of
professional services conducted in accordance with generally accepted geotechnical
engineering principles and practices. This acknowledgement is in lieu of all warranties either
expressed or implied.
s T R a T a
GEOTECHNICAL ENGWEERING 8 MATERULS TESTINQ
Su„nmerfield Easr, 4'tAddition, Phase 1
, Froject No TUFKEiN 5010115-2
Page 3
STRATA, Inc. appreciates the apportunity to assist yau with this project. Please call
; if you have any questions vr require aiay additional infQxziaation.
, . Sincerely,
STRATA, Irrc,
4 r
~
- ~ Brian Binsfeld, P.
~t Eng" eer
_i
W.1VTark Starey, P E
~Senior Engineer
Attachments: Plate I Vicixtity Map
Plate 2 - Site Schematic
Flate 3- Unified Soil Glassification System
_ Appendix A - Expiaratory Test Pit Lags
Append'ax B- Laboratary Test Results
~
5 T R a T ek
' GEO7fCHN6t ENGIHEERIHG 6'SATERIALS 7ES71eJG
i
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V1c1 n1ty M1p
Summerfeld East, 4th Additivn, Phase
5pakane, Washingtvn
Project Nfl. TLJPKEN S010115-2
~
S i r~ ~ e 3
Ala scaie Intended
~ G8flTECHIVICAL ENGIhdEERING & MATERiALS TE STIVVG
Plate Y
i
_ e__ _ _ , i . - - . i - t - - - '
~ Ir`J7
~j
~ Proposed Burns
Raad Extension
~ TP-2 ~
TP-4 ~
~
e
~
Propased Crawn
TP-1 ~ Avenue Extension
~
~
1P-5
- - t
~
~
O
i !
TP-fi ~
N 5ummerfield East
~ ~►4pproxirnate Test Pit Lncatian 4fh Addition, PhasQ I
SITE SCHEMATIC
s i Ft a T 2►
NO SGALE INTENDED aeanecK+iM eMNMRINo ■ MATERw.e TesrsNS
~A
~ (For Referenr.e Only) Fi1e: Ta[rnKENsaiQi i5-2
PL4TE 2
UNIFIED S61L CLASSIFICATI611 SYSTEM MAJOR DM3IONS SYMHOL gYMBpI, TYP'ICAL NAMES
Well-Grad~ed Gravel,
~ Gravel-Saad 11fictures.
C[BA►PI GRAVBLS
C}P Pooziy-Graded Gtavel,
GRAVELS ° ° s 0 o • GrSYCI-$8IId Nfmture,4.
e s Siity Gravel, Gravel
CiRAVECS WLTFI FIIdFS ~ Send~Silt Mia~tu~e~s. _
ConRSE ~ Clayey el, Gravel
Sand-C Midu+es.
°RAniED 10 ' o I o' o I o'~ w~t-c~aea s~a,
soII,s 010 010 o Ic
Gravelly Sand.
c[.Eax stNms ~ ~ ~ ~ C• ~ .0. ~ .0. ~ C.
voooeeuma sp
Poariy-Gra.ded Sand,
ao o e s o o oo o ao s oa GravellySaad.
2 o
s
SANDS ' a o o 0 o
0 0 0 -3 o 41lty Sand,
O fl O D O sm (~,.~a (~:t` 1l:~~.~~,....
~a~ w~H F'wQ r.a 3 O D a ~~naau••.~ua i~ai~«ui~a
: A Q e O~ O sc Clayey Sand,
Q~~d~ 1 l
1~'~!~ 1- YAWM.
UL TIIOIgSIIIC .S'H4 "°""7
af Cl8j►Cy $11L.
3II,TS AND CLAY3 hwrpnic Clay pf I,pW
I.iQUIDIDdrT CL to Medium Plasticity,
LEss Taax 500A ~ Sanay or Silry clay.
organic sM ana Clay
OL of Low Plasticity.
„
FINE ~ Inorganic Silt, Mica-
GRAnqM MH ceous Silt, Plastic
soIIS 3ilt
sII.TS nrm cLnrs \\\\\\`I~ CH Iaorganic Clay of High
LIQvID Plasticity, Fat Clay.
c3REATS[t THAr15o92, OH Organc Clay ~ . • of Medium
to High Plasticity.
PT Peat, Muck aad Other
, H'ightY Ocganic Soils.
SOIL CLASSIFICATION CHART
! Standatd 2 Iach OD - Cmaad Water BG gaggie Sample
Split Spoon Sample Afber 24 Hrnas
! Califomia Modified 3 Inch V Gmand Wat~s
' OD S plit p o o n S a m ple at Time of Drilling gg Bulk Sample
~ NX Rock Core RG Ring SamPle
~~lby~ ~ eOD
BORING LOG SYMBOLS GROUND WATER SYMBOLS TEST PIT LOG SYMBOLS
~s T R a T a
GEOTECHNICAL ENQINEERRINO d YA7EAIALB?E871N0
PLATE 3
APPENDIX A
EXPLORATORY TEST PIT LOGS
s T R a T a
GEOTECHNICAL ENQINEERINO 8 MATERIALS TESTING
. r
Ezploratory Test Pit m~~
Description - K A a~ a;
Q v a`~ 0 v ° a
ALLIIVIUM-3andy SILT w/I'race ML ~
CaaveL Ga+ey-bmwn, medium sti$ drY•
ALLT7VIUM - Sandy SILT w/CrtaveL ML +
Hmwn, mediam sti$ diY to moist _ BK
~
ALLUVIIIM - Sandy GRAVEL w/Silt GP-0
e
aad Cobblea. Orange-brown, medium
dense, dry to mol'st - •
e
,
3- ~
.
.
.
' BK
_
~s
■
4 _
.
,
v
.
0
+ s
~
+ s
t
Exploratory test pit tenminated 5.0 feex
below existing ground surface. _
6-
7-
8-
10-
CIIeM No.: TUPKEN ITsaf Pit Number. TP-1 EXPLORATORY TEST PIT LOGS
PmJeet No.: 501 01 1 5-2 I pute fixcovcted: 10/03/01
Sur(ace Elsvation: I Exeavator. Case 580
s ~ ~ a a
T
Logpsd By; Rm I peplh to Ground Wcfer. N/q
~ 9EOlECHNICAL BIGINEERIM9 1 MA7EAUL8 7ESTIN9
PLATE ~
Exploratory Test Pit a~ ~ p o, WM o y-- ~tsMnx~s
Description d„ u~ K A m o. 0.~
~
ALLUVIIIM SII.T w/Sand ML '
;
CmeY hrnwn, medium sM drY-
1 - I
~
i
I
. !I
ALLLTViIIM - C3ravelly SII,T w/Sand. ML ,
Ocange-br°wn' medum sfiff, m°ist t° s~ BK
drY-
ALLDVIIIM - GRAVEL w/Silt aad
Sand. Orango-bmwn, medium dense, dry 3- •
,
to moist . ~
s
s
a~
4
.
_
BK
s~
Exploratory tesc pir cerminatea s.s fieer
below existing grouad safice. 6~
7-
8~
9-
10~
Cllent No.: TUPKEN ITesf Pit Number. TP-2 EXPLORATORY TEST PIT LOGS
ProJsaf No.: 5010115-2 I Date Exeovated: 10/03/01
40
- Surfaes Elevatlon: I Excavator. Ccse 580
Loggsd By: RED I Depth to Ground Wofer. N/A ~ ~ ~ ~ , ~
BEOTEqfNiGL BIGINEERIN9 • YATEAIALS TEBTINO
PLATE ~
Exploratory Test Pit A m ' ~ a m a" ,
p, m c~ ,o o+ m.. , y REMARKS
Description m0 rA~
Av &03 ca
xv Q a
ALLIIVIIIM-SII,T. Cu+ey-brawn, ML
medium stiA dry.
1 ~ Bg 83 78.5
,
ALLIJVIiJM - Chavelly 3II.T with 3aad. ML
Orango-bnovvn, modium stilf, moist to
- 7.4 72.4
dry.
BK
3-
ALLUVIIIM - GRAVEL w/Silt aad ~P-0
Sead. C[ey-bt+OWq medimII dCneC to 4
loose, dry to moist.
~
s- ' '
F.aplaratory tesc pit te.minaLed s.s feet below existing gnnmd ~e. 6 ~
9-
S-
9-
10-
Cl,.n, No.: TUPKEN ITest Pit Number. TP-3 EXPLO ATORY TEST PIT LOGS
Projecf Mo_ 5010115-2 ' pa}s Excaveted; 10/03/01
Surtaw Elwafion: I Excavator. Cuse 560
Logged By: RED I Depth to Ground Water. N/A ~ ~ ~ ~ ~ ~
• BEOTECNN{CAL BlOINEERIIIO 311ATERlALB 7E8T1l19
PLATE ~
, • ~
• ~ o
Exploratory Test Pit mM xsa~a~~s
K
- Description m ~ ~ ~ °'v
, q" ~ aa W 0 A a
ALLUVIIIM-Saady SII.T with GraveL ML i
. Ciney-brown, medhmm sti$ dtY-
1- BK 9.5 93.6
ALLIIVIIIM - Silty SAND w/Gravel. SM o~D o
OranSe-bmwn, mediinm dense, drY• 000
2- 000
000
- 000
BK
00o
ALLIIVIOM - Sandy GRAVEL w/Silt 3-6-G
•
aad Cabbles. Cic+ey-brown, medium '
.
deose, dcy to moisk _ ~
.
, 4_
: •
BK
. s_ •
~
s
9
D
` ' . ~
!
Explorabory best pit tecminated 6.0 fcet
below eaisting ground surface. _
7-
10-
" Client No.: TUPKEN ITest Pit Number. TP-4 EXPLORATORY TEST PIT LOGS
Prolet Ko-- soioiis-z ~ oaro Excarotea: 10/03/01
Surfaes Eisvation: I Excavator. Case 580
Loggsd By: RED I Oepth to Ground Water. N/A e'' MQ WTEMAW lWn?M
i
- P IATE
i a . .
~ .
I ~ o
Egploratory Test Pit « « A REMARKS
Description 0. ~
ALLUVIUM-M' Gce,►-tmwn, medinm afiff to loose, a~ sM
ALLWNM-3ilty SAND with C3raveL
medium dense, drY t°
moiet
aee BK
ALLUVIUM - Sandy GRAVEL with 2-JW-GM, . e,
Silt Light bmwn, loose to medium •
dense, &Y• BK
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C,tont No.: TUPKEN ITesf Pit Numbar. TP-5 EXPLORATORY TEST PIT LOGS
ProJect No.: 5010115-2 I D~ ~covaW: 10/03/01
Surface Elsvalton: I Excwator. Case 580
Lappsd By: Rm I Depth to Ground Water:N/A , ~ ~
9E07ECHNIGAL BtQ(NEERll19 • MA7ERULL,B 7E8'TIN9
PLATE ~
• ` , ~ y o -
Egploratory Test Pit ~ ~ ~ 00
Description ~U u~ ~ E~ QxB~tgs
Qv ~v A a
ALLUVIUM-8 . tmey-bmwn, Na., f I
meffium sM dry.
,
ALLITVIUM-SILT with Sand aad ML ~ 8.6 87.7
CaaveL Orange-hmwn, mediua► sM dcY
to moist ,
i
2- ~ BK
' ALLIIVIIIM - Saady GRAVEL w/Silt GP-G i
aa,d Cobblea Orange-~rawn, medium 3-
dense to loose, dry to moist.
4 ~ o
Fxploratoiy tast pit tecminated 5.5 feet
beloW Cxl8lYh~g g[+OUIId St1If8Ce. 6-
7-
S~
9-
' 10-
Cltent No.: TUPKEN ITeat Pif Number. TP-s I EXPLORATORY TEST PIT LOGS
ProJaef Noa 5010115-2 I Date Exeavwted: 10103101
Surface Elsvatton: I E..__.._'or. Cuse 580
Logyed gy; RED I Depth to Ground WaMr. N/q ~ , ~ ~ ~ ~
QEOTEpINtCAL ENQINEEAIN9 i YATFAIAL.B TE8TiN9
PIATE ~
APPENDIX B
LABORATORY TEST RESULTS
s T R a T a
6EOTECHNICAL ENGINEERING 8 MATERULS TESTING
° - ,
GRADA1 IOl\ ANALYs.7IS
ASTM D422
Project: Summerfield East ,
CYient: Ken Tupper
- Fi1e: TUPKEN S010115-2
Sample No.: SL9377
5ample Lacatian; Test Pit TP-4 between 1' & 2'
- Description: Brown 5andy STLT wlGravel
Date Tested: C3ctober 3, 2001
. ~
Gravel 5and Fines
~
~
v
.'U Cvaise Fine Caarse Medwm Fi~e S'n C[aN
Ihc~ee ~ ~ Scsmn Siave ElsiSr ~ E ~
n d a o8 ~ ~ ~ ~ °v
c100 -r,
, ^90 i ~
80
74
z
FO 60 II ~
u) i `a 1 -r
~ 50
~
. z
, w
V
W 40.
~
_ 30 I 20 -I
10 I
i
fl ~
Revieuved by:
i/~ . ~kt~~,, r T FR T
GEf]7ECNNICAL ENC',iNEER[PiG & lAATEFilAL3 TESTIFIG
1 ~
I
MOISTURE-.,L)ENSITY RELATI{D1~ oHIP CLTRVE
A,ASHTO T-180
Methad C
Project Summerfield East GRADING AlVALY51S
, Client: Ken Tupper SCREEN 5I2E % PAS5ING R5 TESTED
Frle Nane: 'I'UPKEN S010115-2 srricn
Date'I'ested: Octefher 5, 2001 airicn
3 inch
Tested By, D. Schmrtz 2 ,ncr, 100 •
5arnple Number• SL9317 314 incs, se 100
#a scmen
Sample Lacativn: Test Pit TP-4, betrween 1' 8c 2'
Sample Description: Browm Sandy SIILT wl~'rravel
CAr~ected Qry ❑ensi#y, pcF: NIA
Maximum D~3ensity, pcF : 115.D Co~'ected Nlaist~are Conter~t, NIA
rY Coarse Aggregabe Gei`redan, N1A
a timum Moisture Cor~tent, °Ii~: 13.0 Bulk 5pecitic Gravity {a$sumed} 256
I
O Op#imum Paint
'4° ! I I~ I I I I a I f I C!
~ ~ I ~ I I I ~ ~ I I t li Pfrnctir Pnints
130 ~ p I ~ ~ ~ ~ ~ ~ f ~ I f I
,~a _I ~ ~ I I ~ I I I f I I I I ~
130 _I 1 I4 I 1 1 I I 1 ~ ~ I 1 f
128_~ i ~i ~ I I I I i 1 ~ !
12s-I ~ I I ~rl I I ~ f 1 I ~ f
16, z4 I I ! I I _'~t ~'4ir _ I ~ 1 f I 1 ~ ~ ~
Pza_~ ~'t-Q~p~~.~
p~ia_ I I ~ I I I I k~I I I I
~ 11B_ I I I ~ I I I I I ~ I I I 1
yia_
1'12_ ~ I I I ~ I I I i~ ~
110 ~ 1 1~ I I f I I!~
,08_1
1,61- _ I~~ I i I I I I i I I a E
102I ! f I I I I I I
100 , . , I I „ I ~ I I ~ I ~ ,
g 55 sa 95 10 10.5 3~ ❑ 115 12 i2s 1310 1~.5 14 ias 150 155 1~ 10„5 170 »s 18
MaIsTURE %
ReViewW By 5 T R
¢EpTECNNICAL E!lC31PlEEiiIHG &MATERIALS TE9FING
~
' ~Ai~LEY
FORGE
LABORATORIES, INCo
_ Engineering Consuitants Since 1967
VFL Pro3ect Na. Ol 127
Wark Order No 1 0-5
October 29, 2001
ceQcecnnical Mr. Brian Binsfield, P E.
Engineertng S[rata, II1G.
` 1 62 0 N. Ma1T1eF Rp7d, S U1CE: C - 100
Spakane, VVa 992I6
Re: ResilEent Modulus Testing
~a Canstnsrcivn ~~~~~~eld
' . Quut:ty cQntroi
Project No 5O 10 1 l 5-2
' P.O. No. 220-4346
Dear Mr. Binsfield
Laboratary
TesL'"g Va11ey For~e Laborataries, InG (~IFL) has campleted resilient modul~xs (M,~) tests
on 1 remalded subgrade soil sample for the referenced praject This report documents
the testing details and results.
SAMPLE FREPARATIf3N & REPvIOLDIN~
NDr ana .
Related 5ervices -
The bulk sample was first aar-dried and sieved aver a in. sieve and [hen fihe
material passing vvas conditioned to the fiarge#ed water cpntent. The speciamen ►,vas then
• remolded using a split mold of 2.8 an. diameter, 5,6 in height by static cvmpactiora in 5
lzfts. As requested, the specimen was remralded to 95°/fl of ma3cimurn dry density at
Reseasch and f?pflm[IITI VVaCeC CoI1TeIli.
5peciai 5tudies
- RESILYENT iMODC.ILUS TES'I`TNG
The remvlded specinnen was subjected ta resilient madulus testing in accvrdance
- w€th AASHTD T307-99 (TP46-94), which includes a preconditioning 5equence (5(30 ta
Env:ronmenaul 1000 cycles} and 15 Ioading sequences (100 cycles per sequence) with a caznbination af 3
Eagineereng
levels of confining pressures (5, 4, and 2 psi.) and 5 levels ❑f deviatar stresses (1.8, 3 6,
" 5.4, 7.2, and 9.0 psi.)
RESULTS AND +CflMMENTS
Transportation
and TrBffe The resilient modulus testing resutt is siunmanzed in Table 1. A detauled re art
Engmecring p
tor the specimen is artached with plat of resilient modulus vs. devFator stresses. [7ur
interpretatiara vf results and com,ments are presented below.
F'ax (610) 6$8-$I43 • 6 Berkeley Raad, DevDn, PA 19333-1397 + (610) 68$-$517
www vafieyforgeiahs com • engineersCmvalleyforgela6s com
1 The resiIient modulus is stress-deper►dant. Typically, MR decreases with thc
increasing deviator stresses (rsd) and increases with increasang conftning pressures.
The attached plot demtsnstrates this clear trend. The decrease is mare pronounced at
, the lower av and the Mp, values tends to level oFf and ewen increase slaghtly for higher
cyd .
? The Mg values are determined in the test far a wide range of deviator stresses (1 8 to
9 psi) and confning pressures (2 to 5 psi). An ataprooriate Mp aaiue should be
selected based on the in-situ stress conditions. However, deviator stresses higher chan
5.4 psi are not [ikely ta be reached under the maximum allowable [8 kip ESAL
cambinations This result is based on our stres5 analysis previously performed for
typicat interstate highway traffic using KENLAYER cornputer program
3 Resileent rnodulus is sensitive to the moisture canient of aspecirnen. The Mk vatues
would decrease substantially with the increase of the maisture content It should be
notecf that the results presented herean apply only to the specified moisture cantent of
the specimen, and, must 1ae adjusted for sea5onal water corttent variatinns as required
by the 1993 AASHTD Pavement Design Guide
4. 7'he MA values at the lowest deviafiar stress (1.$ psi which are always much higher,
should be ignared since very sznall deformaCion approaches the precision of tne
sensang instruments (LVI]Ts).
5. The MR values presented in the surnmazy tab[e is the average Of MR Values at 3 5 and
5.4 psi deviator stresses under 2 and 4 psi confining pressures. As addressed abvve,
this average vatue is considexed to correspond ta the critical condations of the in-situ •
stresses_
If you have any questians regarding this report, please call us.
Sincerely,
#4 /-.'zZ'--
Jeffrey W R.osengarten, P.E.
Attachrnents Shafiq Siddiqui, PhD., P E.
, Summary Table of Resilient Modulus (MR) Results
Maximum Opt. Water Remolded Remolded
5ample [D Dry Density Content Dry Density Water M,t
(pcfl (pco Content (°lo) (ksi)
TP-4 115.0 13.0 108.0 12.8 18.0
Resilient Mt.__,us Tesc for maceriat type 2
Data File TP4.DAT Date: 10/18/01
Soil Sample TP-4 SOIL SPECTMEN WEIGHT Compaction Method
Locat+on Intitial ut. of Container
Sample No. +uet Soil•gms 1122.0 Water Content After
Specific Gravity 0.00 Final ut of Con[ainer Mr iesting % 11.8
ruet Siol-9ms 0.0
SozL SPECIMEN MEASURF2SENT5 Wei9ht uet Soil Used 1122.0 Ver[ical Spacing Betueen
Top 0.00 LVDT Clamps(inch) 0.00
Oiameter Middle 2.81 soiL SPECIMEl7 VOLUME: LOAD io:
eottom 0.00 Initial Area Ao iP46-94 Subarade soil
Average 2.81 (inch') 6.21 Number of cycles for precond. 500
Membrane Thickness 0.0000 Volume Ao Lo Number of cycles per sequence 100
Net Diameter (inch) 2.81 (inch3) 35.09 load time 0.10 Cycle [ime 1.00 sec
Ht Specimen+Cap+Base 5.65 uet Density (pcf) 121.84 Seating load (lbs) 0.0
Seating Load: 10% ad
Ht Cap+Base 0.00 Compaction Water Content Y. 12.80 uaveform Type
Initial length,lo(inch) 5.65 Y. Stauration 0.00 Cortments:
lnside Diameter of Mold 0.00 Ory Density (pcf) 108.01
i A 8 C D E F G H [ J K L M
IChamber Mean Standard Applied Mean Mean Mean Std. Dev. Mean of Mean Std Dev
Press. Nominal Deviator Deviation Deviator Recov Df Recov Df Recov. of Recov. Resiltient of Mr of Mr 0
a3 od Load of Load Stress LVOT #1 LVDT #2 Def. Def. Strain (od+3a3)
II psi psi lbs lbs psi inch inch inch inch in/in psi psi psi 'R
6.0 1.8 I 10.97 I 0.05 I 1.766 I0.000323 0.00031010.000316 0.000005 10.000056 1 315851 3751 19.766
' 6.0 3.6 I 23.70 I 0.04 I 3.816 0.000921 0.000932 0.000926 0.000004 I0.000164 I 232781 68 21.816,
1 ~
~ 6.0 ~ 5.4 I 35.57 I 0.04 + 5.728 0.0014931 0.001525 0.00150910.000008 10.000267 ~ 214531 1001 23.728
b.0 f 7.2 1 47.10 I 0.04 I 7.585 10.00203410.00208110.002057,0.000006 10.000364 1 20835 58 25.585
I 6.0 f 9.0 I 58.06 1 0.07 I 9.348 10.002549 0.00261010.0025791 0.000004 10.000457 I 20477 24 27.348
' 4.0 i 1.8 ` 10.86 I 0.05 I 1.749 I0.000345 0.0003271 0.0003361 0.004003 1 0.000059 ~ 29402 1981 13.749
~
4_0 I 3.6 I 23.64 , 0.03 I 3.807 0.00105210.001052,0.001052 0.000003 1 0.000186 I 20439 651 15.807
I 4.0 I 5.4 I 35.73 0.04 1 5.754 0.00170810.001727I0.001717 0.000006 10.000304 I 189321 681 17.754
4
4.0 I 7.2 47.35 0.04 l 7.625 I0.00229510.00232310.00230910.000003 1 0.000409 186571 401 14.625
~ 4.0 I 9.0 58.33 0.01 I 9.392 10.00283310.U0286710.00285010.000006 10.096504 186191 401 21.392
' 2.0 1.8 I 10.87 0.05 ~ 1.750 1 0.000416 0.0003931 0.000404 0.000005 10.000072 244641 182 7.750
' 2.0 3.6 ~ 23.55 ~ 0.01 I 3.792 1 0.001279 0.0012751 0.001277 0.000006 1 0.000226 16775 77 9.792
2.0 I 5.4 I 35.97 I 0.09 I 5.792 I0.00203210.00204310.0020371 0.000004 10,000360 16070 10 11•792'
2.0 7.2 I 47.82 1 0.04 , 7.649 0.002683,0.00270610.00269410.000007 I0.000477 I 16146~ 31 13.699,
~
2.0 9.0 I 58.78 ~ 0.05 1 9.465 0.0032461 0.00325710.00325110.000012 10.000575 1 164471 561 15.465
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~ 16000 ,
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$000 Conf Stress Q 6,0 psi 10
~ 4.0 ps i ~ 6 8
=
C3 Z.0 ps i 4
0 ~ De ,iator ;itress , ps i
0
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TP-4
Sample
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- - - - - - - - - - - -
Wellesley Avenue
------------------r----------------------------------
; GRAPHIC SCALE
100 0 200 100 200
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~ 1 inch = 100 ft.
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/AVC,h 25 ~ 2~2
March 18, 2002
Brian Belsby, P.E.
Wyatt Engineering, Inc.
1220 N. Howard Street
Spokane, WA 99201
Re: P 1206D Summerfield East, 4'h Addition
Plan Submittal - 4th Review
Dear Brian,
We reviewed your March 13, 2002 submittal of the road and drainage design documents for this
project and found that the most of the previous comments were addressed properly. The following
rtems need to be addressed or resolved prior to acceptance of the plans:
1. When reviewing the maintenance access road added per your conversation with Cindy Callan,
1 noticed that a width of 10 feet was specified for the access road. According to the
Stormwater Guidelines, the minimum width for access roads is 12 feet. Please update the
width of the maintenance road and specify the thiclrness of the road. Please note that a 6"
minimum thickness of crushed surfacing to co4rse~ is ~required in accordance with WDO'
Standard Specifications. /I~td d vi0~ k t1 J av< J'. be t~~e~► '~'O Ll b U-'f' rw
2. Note 1 of the Road Construction Notes (Sheet 9/10) still needs to be changed to read the ~ttq~OeMV041
"2001" Spokane County Standards for Road and Sewer Construction. pk.
3. Please show the drywells located outside of the County Right-of-Way on the sheets for Burns
and Cro,,An Road. The construction notes for these drywells need to be shown on these sheets
and not on the Erosion Control Plan (ESC), or not only on the ESC. ok 4. The lot plans need to be signed by the design engineer. Please submit them with the mylars. o k
Thank you for your attention to these issues. If you have any questions about this review, please
contact Gloria Mantz at 477-3600
Smccrely,
John V. Hohman, P.E.
Development Services EngineerlManager
Gloria M. Mantz, E.I.T.
Plan Review Engineer
cc: Ken Tupper
Project file
~
1
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Fi
i
S P O K A N E m_ C O U N T Y
DNLSION OF ENGINEERING AND ROADS A DIVISION OF THE PUBLIC WORKS 17EPARTMENT
December 3, 2001
Brian Belsby, P.E.
Wyatt Engineering, Inc.
1220 N. Howard Street-
Spokane, WA 99201
Re: 10-25-01 & 11-13-01 Plat Submittals - 18` Review
Summerfield East, 4" Addition - Phase 1(P-1206D)
Dear Brian,
The submittal package is considered complete. I have reviewed the design documents for
compliance with the applicable 1995 County road standards and stormwater guidelines.
The plans and analysis were generally thorough and detailed. A marked-up review copy
of the plans is being returned rather than comment on the minor drafting items.
Following are additional documents that will be needed prior to plan acceptance or final
platting, as applicable: 0)•M av,d. SiyoC ~~V4
-TLu-J,~ c,~. c~ e a~e, c~. N c~~ cxt►~ ~'s
• The annexation of he 4`h Addition property to the Summerfield East Homeowners A s s oc ,
ssociation, if they re to maint ' the roadway drainage facilities and sidewalks.
K~h -(Urp~ ~,JiUI p~,,►de fcf cma-firg a I40~ I t~0.,~ fiL~004`-`
• A temporary natural drainage easement along the berm and around the drywell
locations until the potential flood overflows are intercepted further upstream by a
superseding drainage pian. Maintenance access is available immediately offthe north °K
end of Burns and off Crown just east of Lot 1, Block 18. The easement area should
be shown on the temporary Erasion Control(TEC) Plan along with the facilities.
• A temporary turn-around easement aff the north end of Burns r a gravel cul-de-sac
until the permanent extension of the road for future pl mg to the north. The
easement area and cul-de-sac construction can also be sh on the TEC Plan. 1J v
Road Imnrovements
• he shown typical pavement section(4" ACP/6" CSTC) for the local streets matches
U e 'SRSC' tabular values for the (MI,) subgrade present along and west of Burns.
~ th
0
The shown pavement section (4" ACP/6" CSTC) for the collector arterial matches the . County minimum arterial standard and seems appropriate for the better (S1V) subgrade
present along Crown east of Burns. A pavement design is still needed for Crown west
1026 W. Broadway Ave. • 5pokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD. (509) 477-7)'
~
R
1 ~
~
of Burns with the poorer (NII.) subgrade. A pavement section (4" ACP/ 8" gravel
base) would seem to be about right.
I am not sure to which street or streets the pavement design(3" ACP/6" gravel base)
applies to? However, it was derived from TP4 with the better (S1Vn subgrade
'p~ condition which does not apply to the subgrade conditions along Burns, Queen, or
rown west of Burns. If it is intended only to apply to Crown east of Burns, it is still
over-ruled by the minimum arterial section!
Drainase Facilities
• The future filling of the roadway swales for the driveways will leave enough swale
volume for their functions, since there is a two-fold excess initially available. The ~
driveways as designed will basically act as big curb inlets and allow overland flow
between the swales and between the swales and road gutter. You may want to raise
the driveway valley to the standard depth of .5 ft. off the swale bottom vs. the existing
~ .3 ft. and thereby soften the driveway dip.
~However, T do not think that water and especially ice over the driveway approaches is
Q~
desirable. This type of approach may be necessary in the case of descending
driveways off the road, but in the case of level or ascending driveways, you may want
to; ju~s_t culvert the driveways with some ductile iron or other low-cover material pipe.
/
• You need to check the curb inlet capacities for their lar$est spacing for each of the
two typical road ections. A n~t.~l-S 0, f cv~ Po, •
-1 ha.~a. se.~ I~. ~ or, a, c'O•+1 inOas g r a d t
• The lot plan need to be exce ts f the construction plans and contain all of the detail.
, nok prov~~tny re~,~~rt~' js
• The flood zone requirements and design intent of the interceptor berm and drywells
must be included in the report and post-developed basin map. The off-site basin .
' including the flo d zone & overIlo need to te shown on a pre-developed basin map.
~10~ ~ nr~ud.~~. tn mo-Ps ~ ~
I will await your addressal of the above i~'t ms and the revised report and plans. Feel free
to contact me at 477-7257 or by faac at 477-7655 to discuss these review comments.
Sincerely,
Gary W. Nyberg, '
Plan Review Engineer
Encl: PlanMark-Ups •
gwn/gJdevsrvcs/plats/P-1709b:review.doc
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Pre-Design Meeting Notes
Spokane County Engineers Office
Project Name: 54WWiaO 045t ,4iti &0tl►a4 Project Number: P/ 206 A
Project Sponsor: hW7lti'lltri
Sponsor's Engineer:
Design
Fum: CI.C Engineer: .1ayA1 S*yWta&s . Pc;-• _
Meeting Date: ?Fie DI Meeting Time: 6430
County Staff Present at Meeting: &D AqW, O c
Other Meeting Attendees:
/Cc'N T~c/BB~J~/sur~a2 1~1~1~ ~S ~5~~~ uT~~ s1
name/repre nting name/representing
a4a) 04&J ~l-le-
Qc~f R.f&. e.
name/representing name/representing
The Following Items need to be Discussed w/ the Design Engineer
General Items
1 a. List certain special requirements listed in the Conditions of Approval, EIS, or NIDNS. This is
not an all-inclusive list. The Engineer and Sponsor are responsible for adhering to all Conditions and
design criteria.
t5;5E
description reference
description reference
description reference
description reference
1 b. Does the Engineer have a copy of the Examiner's/Staff Conditions of Approval?
2. Is the project located in a City-County Joint Planning Area?-Nb If so, Plans and Design
Deviations will need to be accepted by the City, also.
3. Include Standard Plan notes in the Road and Drainage Plans.
/
Pre-Design Meeting Notes for Project: Page: 2
Spokane County Public Works
Road Plans
1. Road Classifications and Design Criteria.
# 1 . #2 #3 #4
Street Name lUTe"hi- 045
Classification At6,-,V
Roadway Width, W
Minimum right-of-way width
see note (1) Min. Horiz. Curve w/ super
Min. Horiz. Curve w/o super
General Land Slope/Terrain ~
Design Speed, mpb
Curb Type & Cleaz Zone
(see Sec. 3.15) ~
Sidewallc required? (yes/no) yC3
' Note (1) Additional right-of-way may be given by the Sponsor.
Discussion: IQfy ~
c
.y Y*2o "s
2. According to the Design Engineer, what is the maximum number of units which will have
access from a single road`,w~y? . What is the max. allowed per Sec.1.03?
3 ~ccc.Ua ~irr~'+u~G a,'.'aGl , Z
3. Minimum intersection spacing is 300' for along a Principal or Minor Arterial (per Sec. 3.04),
and 150' for a Collector or Local Access street. What spacing is provided for this project?
Pre-Design Meeting Notes for Project: Page: 3
Spokane County Public Works
4. Are any off-site slope easements needed, or off-site right-of-way acquisitions needed? If so,
describe
A w .
~4_wy
5. What type of turn-arounds are needed? (i.e. cul-de-sac, hammerhead, etc.)
Street Name Turn-around Type Location
(P,WN 0"?
u~irU41r( 440- 51*04,eo
Kelt.vcN a,.cvr- 7?Ou4A/n..W CO►I~ P&A-F) N- c-~v0
a",towr, f*"s stub Ck- z-u- 9&vrH )
6. Road Surfacing Requirements (Sec. 3.16)
a) What method in determining road surfa ' nts does the Design Engineer propose
to use (i.e. AASHTO Design Method,runty thickness le, or other)?
b) Provide the Design Engr. a copy of the Soil Sample Procedures, Design Report Format &
Alternate Pavement Design Table.
7. Does the Engineer plan on applying for any Design Deviations? If so, briefly describe below.
Please note that approval of all Design Deviation's must be obtained prior to construction
plan submittal.
Fpµ3 /4rR~~tPM~ ~in2 2~D5
Storm Drainage
1. Basin Map
a) Did the Design Engineer bring to the meeting a basin map? yt5 . If so, does the basin
map show topography and sufficient information to be useful? ~ .
b) Does the basin map depict any contributing off-site runoff flowing onto the property?
Does it appear to be correct? 16 . If not, explain.
~ CwT aFf A,06M &J 1035 l',"Ut4k
c) Is a site visit needed to verify the basin limits? A/~D Schedule for: . .
{Note: Concurrence with County Engineer's on basin limits is required prior to plan submittal.}
2. Is the site located within the Aquifer Sensitive Area (ASA)? Uc'3 . What type of water
~S
quality treatment is proposed by the Design Engineer?_ 5t",W ar.6
Pre-Design Meeting Notes for Project: Page: 4
Spokane County Public Works
3. What subsurface investigations, if any, are needed with this project to make sure the
proposed disposal process will function as planned.
Seft W" U90 aJ A05 r 407-S
4. Are there downstream conditions which will affect the design of drainage facilities. If so
describe possible mitigative measures.
&V6 b - 47 T6_ ZOO $ ,r,O or aJ sCTC-
5. Is maintenance access provided to each GPA swale or drainage pond? If there is something
unusual, what requirements were given to the Design Engr.?
V(6. S5i 450 h4 VlN&,c- alF~.
6. What does the Developer/Engr. propose for providing for perpetual maintenance of the
drainage facilities? Please briefly describe proposed mechanism, and what is needed to
accomplish this.
NO"WXvs "Zho" -
A-.+i,d; MW_-OAW ,w+du,sz
7a. What Design Storm(s) should be used in the course of analysis (i.e. 10-yr, 50-yr, etc.).
1,9 "Vx <i1r)
~
7b. Is a Detention or Retention system proposed? Please describe.
I110
8. Are Erosion Control Measures required with this project? If so, briefly describe applicable
requirements.
b kvaAtgca_&~w ~ .~r~v~cl ~ O1k~Gc
_ 2 P
9. Is a second Pre-Design Meeting needed? NB .
Pre-Design Meeting Notes for Project: Page: 5
Spokane County Public Works
List of Documents Provided to the Sponsor's Engineer:
a)
b)
c)
d)
e) Any easements needed outside of the plat boundary, for drainage or other, are to be acquired prior
to road and drainage plan submittal. The Sponsor or Sponsvr's Engineer shall provide separately
a legal description and Title Commitment (or similar proof of ownership) of the affected parcel(s)
for proposed easements.
The Submittal Checklist, completed and signed by the Sponsor's Engineer, shall be provided with
each plan submittal.
Note: Provide a copy of t/:is completed document to the Design Engineer at the end of the pre-
design meeting.
filename: PreDesign meeting 17Aug00
SPOKANE COUNTY OFFICE OF COUNTY ENGINEERS
CALCULATION SHEET
Description: 4A Project No.: P110GA
Calc. by: Date: Title:
Checked by: Dafe: Sheet of
Notes : ~~~1 oF PWrmfb~rr' CEwUt77al5
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~ - ~ ~1ti _ _ ~ ~ . . _ . _ _ - - - • _ _ _ _ ~ . - - J_r.l . I- -
. Submittal Checklist
fvr Road & Draioage Projects in Spokane County - FlatslShvrt Plats
This Sulamittal Checklist is ta be completed and signed by the SpQnsar's Engineer, and incduded with each plan
suhmittal into the Spokarae County Eragineers Uffice. If fhas form as nat fudly cvmpleted and sigraed, do nod
suhmit plcros and calculations to Spalccrne Gounty,fvr revreav and acceptance. Incomplele suhmittrrls tivill he
returned and will cause unnecessary delrrys for yc►u,r cdient.
Project Name:
Spokane County Prnject No. I)ate:
PTbjeGt EF1gII1eeT: Pr1011e:
Prvject Sponsor: Phane:
A. Freliminary Process
Priar to Suhmittal af Road and Drainage Plans, the foilowing evenis are to nave aGea[iy occut7red:
{By checking each rtem off showrt below, you are stating thar you have veried these event.s/items have been completed.}
0 ~ Adoptinn of a Hearmg Exapniner's Repart for this long plat, or a P[anning Repart for this shoct plat.
0 ~ At least one Pre-Design 1Vleetiazg has been heId with Caunty staff at the Engineers Office.
0 An "Agreement tn Pay Fees" has been signed hy the project sgonsor, and submitted to the Caunty
Engineers Office.
0 A Channelizakion Pian (e.g. signing and striping plan) of public raadway improvements, has been
coordinated and discussed with the Caunty Engineers Office.
B. Ftoad and Drainage Plan Submittal
The iterrns listed belaw are to te provided as a minimum with a road and drainage plan submiital. Additianal
information may be required tQ demonstrate that the plans meet all appIicable standards.
(By ehecking "yes" for eaclr adem shd►yn be2ow, ,you are verifyang that these items have 6eerr completed and are ancluded
rn this subrr3atial Far trny box checlced "rtfcr", re writden 1ust fcafran of arry amissiorrs at !he errd af thas section is
required.)
Item Uescriptivn
0 yes Road and drainage plans, two print sets. (CertificaCion statement on cvver of pians)
p yes Each Ptan 5heet of'recard is sig,med and date<i by ihe project sponsor.
0 yes The raad and drainage design mcets the requirements of State law, WAC 196-27 regarding
"r.onfnrmity with accepted standards"; that is, the desigy reflects the "state Qf the practice"
f4r the prnposed concept. _
0 yes The plans, Drainage Report, basin map(s), and any other calculations are stamped, signed
and dateri by an engineer licensed in the State of Washington,
0 yes 0 nla Drainage Report, twa sets. To include: basin map(s), time of cancentratican routes in basin
map, and Gertification statement an caver of repart and hasin anap.
0 yes 0 nla Geotechnical Reprsrt, one set. (Include all sqil test pit/bnring logs.)
0 yes 0 n0a Sfiructural Pavement Calculations, one set
0 yes 0 nla Cross-siope grade calculations fnr mad widening prajeclrs.
0 yes 0 n/a Maintenance Manual and Sinking Fund calculations for drainage facilities located outside of
County road right-of-way.
0 yes 0 n/a Written explanation of who/what entity will be responsible for maintaining drainage facilities
which are located outside of public road right-of-way, and that the plan is acceptable to the
County Engineers Office.
0 yes 0 n/a Channelization Plan, or signing and striping information provided in the road plans. To be
included in road and drainage plan set.
0 yes 0 n/a I have read the Hearing Examiner's Report (long plat), or Planning Dept. Findings and
Conditions (short plat), for this project. The design meets the conditions in the report.
0 yes 0 n/a Copy of Approved Design Deviations.
0 yes 0 n/a Fire District Approval, for private roads.
0 yes 0 n/a Lot Plans. Required for any lots with drainage easements and which front a public road, or
for lots which receive and treat runoff from a public right-of-way.
0 yes 0 n/a Any applicable State and Federal permits have bcen obtained. (i.e. HPA, JARPA, etc.). For
Permits with conditions, a copy of the permit and conditions are included in the plan
submittal.
0 yes 0 n/a Inspection Agreement between the sponsor and its engineer.
0 yes 0 n/a For off-site easements to be granted to Spokane County, the following items shall be
included: legal description, exhibit, and proof of ownership.
0 yes 0 n/a Erosion Control Plan, required for "Major Land-Disturbing Activity." To be included in the
road and drainage plan set.
Explanation for any items listed above which are not included in this submittal:
(Note: an insufficient justification of why an item was not included in the submitted, or incomplete documents, may result
in the submittal being returned without review or without acceptance. Provide attachments if necessary.)
By signing below, the engineer is stating that the information provided in the submittal is complete, that the
information provided in the Submittal Checklist is accurate, and the plans and calculations are in accordance with
the Spokane County Standards for Road & Sewer Construction, and the Guidelines for Storrriwater
Management, except where an approved Design Deviation allows otherwise.
Engineer's Signature: Date:
Engineer's Name:
(please print) '
I, f there are any questions about this form or appropriate procedures, please call Development Services,
Spokane County Public Works, at (509) 456-3600.
For Spokane County Use Only
Submittal No: County Plan Reviewer:
0 Accepted in for Review or Construction
0 Returned to the engincer without review and/or acceptance, See attached letter of explanation.
Processing Date:
Submittal Checklist 2
Spokane County Public Works; April 29, 1998
Appeadix B
Standard Notes for Constaructian Flans
The following standard nntes are to be includeci in a road and drainage plan set, far privately spansored
develapment.s. "I'hese notes are applir,able tu besth public and private roads.
1} All rvaric and materials shall be in canformance with the "SP[]KANE CfJ[NTY STANUARI7S
FOR RQAD ANm SEWER C[3NSTRUCTTON" 1995, and as ameMded.
2) Locations of existing utilrties shawn in the plans aae approximate. The Contractor shali be
responsible far lacating alI underground utilities Any canflicting utilities shall be relocated prior
tca cflnstructian nf rnad and drainage faciiifiies.
3) The Contractor is required to have a complete set of ihe accepted road and drainage plans on the
jo6 site whenever constructinn is in prpgress.
4) If the Contractor discovers any diserepancies between the plans and existing conditions
encountered, the Contractor shall immediately notify the Desi,gn Engineer and the Spokane Counry
Engineer`s C3ffice.
5) Fos construction of drywells, install filter fabric (Amoco 4545 or approved equivalent) hetween the
drywell barrel and the washed drainrock, and between the washed drainrock and the native soils.
6) Prior to site cQnstruction, the Contractor is respansible for locating undergrnund utilities. Call the
underground utility location service at 456-8000 before yau dig.
SuWlemental Notes, When A~~licable
7) For any curb grades less than 0.5°/o (4.005 ftift), a Washington State-licensei Prafessianal Land
Surveyor shall verify that the curb fvrms are at the grades noteci on the approved plans, priar to
placement of curb material. The Contractor is respansibie for arranging and coordinating wark
with the Professional Land Surveyor.
8} The Contractor shall employ a licensed sun+eyor to verify that the cross-gutter forms are at the
carrect plan grade prior to concrete piacement. The cross-gutters shail be constructed prior to
paving, and the pavement shall then match the edge of concrete gutter.
LTse nate #9 wherever (aPA swades are used.9) The floor of a+Grasseti Fercalation Are,a (GF'A) swale includes the level portion of #he fioor of the
swale, and the side slapes of the swale up ta the GPA averflow elevatiQn ar #op of drywell. The
s4i1 lucated in ehe floor of the GPA swale shall be a medium to wetl-draining material, with a
minimum infiItratian rate af 0.5 inches per hour. The Engineer shall prvvide a written statement
which verif[es that all GPA swaies conform to this requirement. This written stafiement shall be
submittel to the Spolane County Engineer's Office pr'rvr to instaliing finished Iandscapinglsod and
privr to final acceptance. The s►,vale floor material shall he installed to a natiue soil stratum which
also meets or exceeds this minimum pereolation rate af 0.5 inches per hour.
Notes ERI through ER4 are to be included in the plan set when erosion control facilities are required or
incorporated into the plans.
ERl) An Erosion/Sedimentation Control (ESC) plan is required for this project. Implementation of the
ESC plan, and construction, maintenance, and upgrading of the ESC facilities are the responsibility
of the Developer until all construction is completed and accepted by Spokane County, or until
vegetation is established throughout the site; and accepted by Spokane County, whichever is later.
ER2) Approval of the ESC plan dces not consritute approval of any of the proposed road, stortn
drainage, grading or utility design elements shown on the ESC plan.
ER3) The erosion/sedimentation control measures shown are the minimum requirements for the
anticipated site conditions. The Contractor shall inspect and maintain these ESC measures daily,
and shall maintain and upgrade these measures as necessary to prevent sediment-laden water from
either flowing off the site, or into new/existing storm drainage facilities, such as drywells, culverts,
or gravel galleries.
ER4) The Contractor/Developer is responsible for installing Rock Construction Entries at any and all
locations used to enter or exit the project site.
ERS) Geotextile fabric is to be placed on the rims of drywells, catch basins and inlets until such time the
vegetation on the site is established and the threat of sediment deposition into the drainage system
is mitigated.
~
° - • • ~ C7t~ - o,
Pre-I)esign Meeting Nvtes . ,
Spakane Caunty Engineers [)ffice
Project Number
Project Name ~r.f~~'~~c~~cL2? 7--
P'roject Spansar: loelF_~.cJ' 7-Z-~',
Spvnsor's Engineer:
I)esign
Firm. Engfneer
Meeting Date: Meeting Time:
Caunty Staff Present at Meeting J~c.t(._,
~
Clther Meeting Attendees:
~
name/representing ' name/representing
name/representing ~ name/representing
The Fallowing Items need to be Discussed wl the Design Engineer
Genera! Items
1a. List certain special requirements listed in the Canditinns vf Apprawal, EYS, ar NMNS This is
not an all-inclusive list The Engineer and Spansor is responsible for adhering tv aIl Conditions and
design criteria.
description reference
descripGan reference
descnptian reference
descnpuon reference
lh Does the Engineer have a copy ❑f the Exarruner'slStaff Conditions af Appraval7
2 include Standard Plan nate5 in the Road and Drainage Pians
Pre-Design Meeting Notes for Project. I'age Z'
Spakane Catinty Puhlic Works
Road Flans
1. Raad Classificatians and Design Criteria
~ #p ; 92 ~ #3 ~ #4
I ¢
Street 1Varne
i ~
C1a551fiCatlDil
e ~
Raadway Width, W
Minimum right-of=way width
see nate ( 1)
~
Min Hariz. Curve wl super 4E j~7 { , II
Min Hariz Curve wlm suger
I3 i ~ ~ t
'J
General Land S1opel7['errain :i I-~r•
`
=Design 5peed, mph
Curb Type & Clear 2one
-
(see Sec 3 15) I-
< <
Sidewalk required? (yeslnv) 3-'~ !5
Note (1) Additional right-of-way~nay be giuen by the 5pvnsor
Discusszon
2. According to the Design Engineer, what is the maximum nurnber of units which will haue
access fram a single roadway? _e!~k What ts the max allowed per 5ec 1 0'
3. Nfinimurn interseetion spacing is 300' far along a Principal vr Niinor Arterial (per 5ec 304),
and 150' for a Callect4r ar Local Access street What spacing is provided fvr ttus project?
`
3 ~ o
' . / • 1
Pre-Design Meeting Notes for Project: Page: 3
Spokane County Public Works
4. Are any off-site slope easements needed, or off-site right-of-way acquisitions needed? If so,
describe.
/v~~/`~
5 What type of turn-arounds are needed? (i e. cul-de-sac, hammerhead, etc.)
Street Name ~ Turn-around Type Location
6. Road Surfacing Requirements (Sec. 3.16)
a) What method in determining road surfacing requirements does the Design Engineer propose
to use (i e AASHTO Design Metho ty thickness table, or other)?
-P5::~G v E D/z!
~ .
~
. b) Provide the Design Engr a copy o~f't oil Sample Procedures, Design Report Format &
Alternate Pavement Design Table.
7. Does the Engineer plan on applying for any Design Deviations? If so, briefly describe below.
Please note that approval of all Design Deviation's must be obtained prior to construction
plan submittal
Storm Drainage
1 Basin Map a) Did the Design Engineer bring to the meeting a basin map? lcL&v" If so, does the basin
map show topography and sufficient information to be useful?
b) Does the basin map depict any contributing off-site runoff flowing onto the property? J~oz6l1~3Lz
Does it appear to be correct?Ok/--. If not, explain.
c) Is a site visit needed to verify the basin limits? y!-S Schedule for- .
{Note: Concurrence with County Engineer's on basin tirmts is required prior to plan submittal.}
2. Is the site located within the Aquifer Sensitive Area (ASA)? . What type of water
quality treatment is proposed by the Design Engineer?
Pre-Design Meetmg Notes for Project: Page: =1
Spokane County Public Works ' •
3. What subsurface investigations, if any, are needed with this project to make sure the
proposed disposal process will function as pianned.
_w L~
4. Are there downstream conditions which will affect the design of drainage facilities. If so
describe possible mitigative measures.
5 Is maintenance access provided to each GPA swale or drainage pond? If there is something
unusual, what requirements were given to the Design Engr.?
, -
C~~-~z3 6. What does the Developer/Engr. propose for providing for perpetual maintenance of the
drainage facilities? Please briefly describe proposed mechanism, and what is needed to
accomplish this.
< . 7a. What Design Storm(s) should be used in the course of analysis (i.e. 10-yr, 50-yr, etc.).
7b. Is a Detention or Retention system proposed? Please describe
ZQ~ ~o ,cJd.,~
8. Are Erosion Control Measures required with this project? If so, briefly describe applicable
requirements.
9. Is a second Pre-Design Meeting needed? ~t/V • .
Pre-Design Meeting Notes for Project: Page• 5
Spokane County PubGc Works
List of Documents Provided to the Sponsor's Engineer
a)
b) ,
c)
d)
e)
Any easements needed outside of the plat boundary, for drainage or other, are to be acquired prior
to road and drainage plan submrttal. T,he Sponsor or Sponsor's Engineer shall provide separately
a legal descriptron and Title Commitment (or simrlar proof of ownership) of the affected parcel(s)
for proposed easements. •
The Submittal Checklist, completed and signed by the Sponsor's Erigineer, shall be provrded with
each plan submittal.
Note: Provide a copy of this completed document to the Design Engineer at the end of tl:e pre-
design meeting.
filename.PreDesign meeling
~ ~n
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,
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- - - - _ _ - ~ - - - - - - ~-w,;
047J82001611
SP0 ~ kane
..;oO V91ey~ c $oO.T 10
. _ 12/07/2007
11707 E. Sprague Ave., Suite 106 ~ ~ Mailed From 99206
Spokane Valley, WA 99206 US POSTAGE
JEFF LOGAN
aS 1220 N HOWARD
~ SPOKANE WA 99201
~~`~I ~ f NIXIE 992 dE 1 00 12J09/07
RETURN TO SENDER
NOT DELSVERABLE AS ADDRE:SED
0 1 UNAHLE TO FORWARq
BC: 99206612431 k1029-1'7183-07-39
% A6?M%m6@6124
~3Y
S#'6nne
Valley 11707 E SPrague Ave Suite 106 + 5Pokane ValleY WA 99206
509.921.1000 ♦ Fax: 509.921.1008 1 cityhall@spokanevalley.org
December 6, 2007
JoAnne Tonani
Safeco Insurance Company of America
PO Box 2151
Spokane, WA 99210
Re: PE-1206-1), Summerfield East, 4t' Addition
Bond #6194360 Release
Ms. Tonani:
This is to notify you that Eller Corporation has successfully completed all items for
warranty inspection for PE-1206-1), Summerfield East, 4`h Addition. The City of Spokane
Valley hereby releases all interest in Bond # 6194360 for the full amount. The
requirements have been satisfied.
If you have any further questions, please contact me at 688-0025.
Sincerely,
~
Rodney D. Pegram -
Development Engineering Inspector
City of Spokane Valley
cc: Eller Corporation, PO Box 117, Newman Lake, WA 99025
Jeff Logan, 1220 N. Howard, Spokane, WA 99201
Development Engineering Project File
...e._,,
SUBDMSION ROADWAY IlVIPROVEMENT WARRANTY BOND - SPOKANE COUNTY
Bond No. - •6194360 - - - -
Spokane Co Engineer File P 1206 D .
' KNOW ALL BY THESE PRESENTS, that ELLER CORPORATION , as "F[uNCIPA." and
SAFECO INSURANCE COMPANY OF AMERICA , a corporarion organized and existing under the laws of the State of
WASHINGTON , and authorized to transact a surety business in the State of Washington, as
"SURETY," are held and firmly bound unto Spokane Counry, a political subdivision of the State of Washington, as "OBLIGEE,"
in the penal sum of
$ 60,100.00 (Sixtv Thousand One Hundred Dollars (written bond amount) US Dollars
lawfu] money of the United States of America, for the payment of which the Principal and Surety bind themselves, their heirs,
executors, adminisuators, successors and assigns, joindy and severally, firmly by these presents.
WHEREAS, said PR[tdC[Pnl. is the developer of a tract of land in Spokane Counry divided and platted into lots and
lrnown as Summertield East 4th Additlon (Spokane County Project No. PE-1206 D) and being located m Section 35
, Township 26 North, Range 44 E.W.M., in Spokane County, Washington, and said County has required that a
WARFUtvTY BOND be furnished in an amount sufficient to guarantee against all defects in worlananship and materials ift public '
roads and drainage facilities which may become apparent during a period of two (2) year after the COUN'n''S establishment of
the said improvements constructed under this project as public facilities.
~ NOW, THEREFORE, said Wnxttntvl'Y BoNn is hereby provided as surety for the full and faithful performance by
the PtutvCIpAL of a guarantee against all defects in workmanship and materials which'may become apparent during a period
of two (2) year after the Coutv'rY's establishment of the improvements conswcted under this project as public facilities.
If defects such as unsatisfactory workmanship or defective materials are revealed during the warranty period, the Spokane
County Engineer shall issue a written notice for correction of said defects to the PR-ttvCtPAL. If the PwNCiPnL fails to correct
the defects noted within the time period tndicated in said notice, the Spokane County Engineer shaU provide written notice to
the SurtE'►Y, and shall require the SurtE'►'Y to perform, or cause to perform, any and all work necessary to remedy said defects
in accordance with the approved and accepted plans and specifications for this development. T'he SuttETv, as an alternative
and with the express written agreement of the Spokane County Engineer, may reimburse the Spokane Counry Engineer's
Office for all expenses incurred by the Counry Engineer's Office for the purpose of affecting the remedy of the said defects.
If defects are not revealed during the said warranty period, the Spokane County Engineer will release the warranty bond
upon written request of the PturtCtpAL to the Spokane County Engineer.
The obligation of this Bond shall be kept in fiill force and effect until, in the opinion of the Obligee, the requirements
herein stated have been satisfied, in which event written release will be given by the Obligee, the Obligee having sole right to
grant such release. Surety hereby waives all rights to release from the obligation except as herein stated.
SIGNED AND SEALED this 7TH day of FEBRUARY , 2003
, ' 'SITRETY; SAFECO INSURANCE COMPANY OF AMERICA . Address: P. 0. BOX 2151
City, State: SPOKANE, WA . '
Zip Code: 99210
Phone 509-358-3900
By: .
m;~1-... ,,roA.t. ♦•i1E mOlv~.,ti1t ♦T, ATTnIit. ~Tnn~. t.. r. rn
•-~~v-~ :.1
a
PRIlVCIPAL (devetoper): ELLER CORPORATION
Address: P. 0. BOX 117
City, State: N. AN LAKE. WA '
Zip Code: 99025 Phone 1t: 5n
BY :
Title:
, b
(2) For an acknowledgment in a representative capacity:
SAFECO INSURANCE COMPANY OF AMERICA
By: JoANNE TONANI ;
Its: ATTORNEY-IN-FACT
State of Washington )
)ss
County of Spokane )
I certify thac I know or have satisfactory evidence that 3oANNE TONANI is the person
who appeared before me, and said person acknowledged that (he/she) signed this instrument, on oath stated
that (he/she) was authorized to execute the instrument and acknowledged it as ATTORNEY-IN-FACT of
SAFECO INSURANCE COMPANY OF AMERI(i6 be the free and voluntary act of such party for the uses and
purposes mentioned in the instrument.
Dated FEBRUARY 7, 2003
Notary Nblic in and" CHRIS LARSON
for the State of Washington.
My Appointment Expires: 10 / 2 2/ O S
,
(2) For an acknowledgmenr in a representztive capacity:
By: N~~6,ki N. UC LLE 2
Ics: REsti) e ►'j ~ _ _ -
State of Washington
)ss
County of Spokane )
/
I certify that I know or ha, ~
who appeared before w~ 1
that (he/she) w_ as au,t"~ i
purposes ment;/
Dated
~ •
- - -
~ .
i i.
, , , .
POWER -C0 INSURANCE COMPANY OF AMERICA
~II~ 'S A F E C O- HOME OFFICE: SAFECO PLAZA
OF ATTORNEY SEATTLE, WASHINGTON 98185
No 946
KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint
•*••CHARLAM. BOADLE, WM. DINNEEN, CHRIS LARSON, GEORGE C. SCHROEDER, LOIS STEWART; JOANNE TONANI, W W WEi.I.ER, Spoknne, Washmgton'•'
its true and lawful attomey(s)-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undeRakings and other documents of a simdar
character issued in the course of fts business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fuliy as if such instruments had been duly
executed by its regularly eleded officers at its home office
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents
this 21st dayo( June , 1999
~Gf XJ
R.A. PIERSON, SECRETARY BOH A. DICKEY, PRESIDENT
CERTIFICATE
Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA
"Article V, Sec6on 13 - FIDELITY AND SURETY BONDS the President, any Vice President, the Seaetary, and any Assistant Vce President appointed for that
purpose by the officer in charge of surety operations, shall each have authorrty to appoiM individuals as attorneys-in-fad or under ottier apprapnate titles with authonty to
execute on behalf of the comparry fidelity and surety bonds and other documents of simdar charaGer issued by the company in the course of its business On any
mstrument making or evidencing such appointment, the signatures may be affixed by facsimile On any mstrument confernng such authoril}+ or on any bond or
undertaking of the company, the sgal, or a(acsimile thereof, may be impressed or affixed or in any other manner reproduced, provided, however, that the seal shall not
be necessary to the validity of any such instrument or undertaldng "
ExtraG from a Resolution of the Board of Duedors of
SAFECO INSURANCE COMPANY OF AMERICA adopted July 28, 1970
"On any ceRificate executed by the Secretary or an assistant secretary of the Company setting out,
(i) The provisions of ArUcle V, SecUon 13 of the By-Laws, and
(ii) A copy of the power-of-attorney appointrnent, executed pursuant thereto, and
(m) CerGrying that said power-of-attorney appointment is in full force and efiect,
the signature of the certifying officer may be by facsimile, and the seal of the Company may be facsimile thereof."
I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the
Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and corred, arzd that both the By-Laws, the Resolution and the
Power of Attomey are still in fulf force and effed.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimde seal of said corporation
tnis 7th day of February . , 2003 .
~ SEAL ~
a~ 1953
~os RA. PIERSON, SECRETARY
5-1300/SAEF 7/98
0 Registered trademark of SAFECO Carporation
9/29/00 PDF
3 1
. ' . ~ ' -
SUBDMSION ROADWAY IIffROVEMENT WARRANTY BOND - SPOKANE COUNTY _
" BondNo. 6194360 - Spokane Co Engineer File # P 1206 D .
KNOW ALI. BY THESE PRESEIV'TS, that ELLER CORPORATION , as "PwlvCiPA1." and
SAFECO INSURANCE COMPANY OF AMERICA , a cocporation organized and existing under the laws of the State of
WASHINGTON , and authorized to transact a surery business in the State of Washington, as
"SuRETV," are held and fumly bound unto Spokane County, a political subdivision of the State of Washington, as "OBLIGEE,"
in the penal sum of
$ 60,100.00 (Sixtv Thousand One Hundred Dollars (written bond amount) US Dollars
IawfW money of the United States of America, for the payment of which the Principal and Surety bind themselves, their heirs,
execuwrs, administra[ors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, said PRJNCIPA[, is the developer of a tract of land in Spokane County divided and platted into lots and
lrnown as Summertield East 4t° Addidon (Spokane County Project No. PE-1206 D) and being located in Section 35
, Township 26 North, Range 44 E.W.M., in Spokane Counry, Washington, and said Counry has required that a
WnRtnN'1'Y BOND be fumished in an amount sufficient to guarantee against all defects in worlananship and materials ii1 public roads and drainage facilities which may become apparent during a period of two (2) year after the Coc1lJ7'Y's establislunent of
the said improvements constructed under this project as public faciliries.
. NOW, THEREFORE, said WAttttarrrY BoNn is hereby provided as surery for the full and faithful performance by
the Plt[xC[pAL of a"guarantee against all defects in workmanship and materials which may become apparent during a period
of two (2) year after the CoUrn'Y's establishment of the improvements conswcted under this project as public facilities.
If defects such as unsatisfactory workmanship or defective materials are revealed during the warranty period, the Spokane
County Engineer shall issue a written notice for coaection of said defects to the PRINCIPnL. If the PttlNCIpnL fails to correct
the defects noted within the time period indicated in said notice, the Spokane County Engineer shall provide written norice to
the SurtE'rY, and shall require the SURE'rv to perform, or cause to perfomi, any and all work necessary to remedy said defects
in accordance with the approved and accepted plans and specifications for this development. The SURETY, as an altemative
and with the express written agreement of the Spokane County Engineer, may reimburse the Spokane Counry Engineer's
Office for all expenses incurred by the County Engineer's Office for the purpose of affecting the remedy of the said defects.
If defects are not revealed during the said warranry period, the Spokane County Engineer will release the warranty bond
upon written request of the PturicIPAL to the Spokane County Engineer.
The obligation of this Bond shall be kept in full force and effect until, in the opinion of the Obligee, the requirements
herein stated have been satisfied, in which event written release will be given by the Obligee, the Obligee having sole right to
grant such release. Surety hereby waives all rights to release from the obligation except as herein stated. ,
SIGNED AND SEALED this 7TH day oP FEBRUARY , 2003
SURETY: - SAFECO INSURANCE COMPANY OF -AMERICA • Address: P. 0. BOX 2151
City, State: SPOKANE, WA ' Zip Code: 99210
Phone N: 509-358-3900
By: % ri 4 .1% J ; _
Tit.x: JoANNE TONANI, ATTORNEY-IN-I'ACT '
PRINCIPAL (developer): ELLER CORPORATION
Address: P. 0. BOX 117
City, Sta[e: NEWMAN LAKE. WA
Zip Code: Phone 5nq-~
by : ~ ~ . V6,..)
Title:
(2) For an acknowledgment in a representative capacity:
SAFECO INSURANCE COMPANY OF AMERICA
By: JoANNE TONANI '
Its: ATTORNEY-IN-FACT
State of Washington )
)ss
County of Spokane )
I certify thac I know or have satisfactory evidence that 3oANNE TONANI is the gerson
who appeared before me, and said person acknowledged that (he/she) signed this inswment, on oath stated
that (he/she) was authorized to execute the instrument and acknowledged it as ATTORNEY-IN-FACT of
SAFECO INSURANCE COMPANY OF AMERIq6 be the free and voluntary act of such parry for the uses and
purposes mentioned in the inswment.
Dated FEBRUARY 7, 2003 . ~
Notary p"ubhc m and CHRIS LARSON
for the State of Washington.
My Appoinmzent Expires: 10/ 22 /OS
(2) For an acknowiedgmern in a representative capacity:
cl2 Q~ OA~,Jn
sy: Ng-L c--M M. U E L L.E 2
Ics: `P REStDEtj I -
State of Washington )
)ss
Counry of Spokane ) I certify that I know or have satisfactory evidence that ~~~.v►~--~ •~~QJC.~/~ is the person
who appeared before me, and said person acknowledged that (he/she) signed s mswment, on oath stated
that (he/she) was authorized to execute the instrument and acknowledged it as of
EQQAlll C)" to be the free and voluntary act of such party for the uses and
purposes mentionein the instrument.
.i
Dated a•'~• O 3 _/)Q~~~,~.GI.~L~ i~~~.XX~tN-t~_,~
Notary Public in and
for the State of Washington. ,I
My Appointment Expires: 5•`~ • O~-t •
L. i SUC ~Z/~i
•.~SSionF•.~~L~~~
` Q' ~T
~ -
~up*-, PUBL\G :C)`
~O
~/IIIIIIU .
, . ( 1
' POWER ~ !CO INSURANCE COMPANY OF AMERICA
SA F E C O- HOME OFFICE. SAFECO PLAZA
r,Aa OF ATTORNEY SEATfLE, WASHINGTON 98185
No. 946
KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporatlon, does hereby appoiM
••••CHARIAM. BOADI.E; WM. DINNEEN, CHRIS LARSON; GEORGE C. SCHROEDER; LOIS STEWART; JOANNE TONANI; W.W. WELLER; Spokane, Washingtun-
its true and lawful attomey(s)-in-fad, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a simdar
charader issued in the course of its business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duty
executed by its regularly elected officers at its home office. ,
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents
this 21st day of June , 1999 .
R.A. PIERSON, SECRETARY BOH A. OICKEY, PRESIDENT
CERTIFICATE
Extrad from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA:
"Articfe V, Section 13. - FIDELITY AND SURETY BONDS the President, any vce President, the Secretary, and any Assistant Vice President appointed tor that
purpose by the officer in charge af surety operations, shall each have authority to appoirt individuals as attomeys-in-fad or under other appropriate tRles vvith authority to
exeade on behalf of the company 6delity and surety bonds and other documents of similar charader issued by the company in the course of its business... On any
instrument malcng or evdenang such appointrnent, the signatures may be afflxed by facsimde. On any instrument conferting such authorily or on any bond or
undertaking of the camparry, the seal, or a facsimile thereoi, may be impressed or affuced or in any other manner reproduced, provided, however, that the seal shall not
be necessary Do the validiiy of any such instrument or undertaking." '
Extrad from a Resolution of the Board of Diredors oi
SAFECO INSURANCE COMPANY OF AMERICA adopted July 28, 1970.
"On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(Q The provisions of Artide V, Section 13 of the By-Laws, and
(ii) A copy otthe power-0(attorney appointrnent, exearted pursuant thereto, and
(iii) Certifying that safd power-0f-attomey appointment is in full force and eHed,
the sfgnature of the cerdying officer may be by facsimile, and the seat of the Comparry may be facsimde lhereof."
I, R A Pierson, Seaetary o( SAFECO INSURANCE COMPANY OF AMERICA, do hereby certi(y that the foregoing extrads of the By-Laws and of a Resolution of the
Board of Diredors of this corporaGon, arxl of a Power of Attomey issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the
Power of Attomey are still ln full force and effed.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimUe seal of sald corporation
tnis 7th day of February . , 2003 .
cP
~
rt
~ SEAL ~
3
a~ 195
op RA. PIERSON, SECRETARY
5-13001SAEF 7l98 0 Registered trademark of SAFECO CorporaUon.
9/29/00 PDF
Message Page 1 of 3
• )
Wayne McGavran
From: Wayne McGavran
Sent: Thursday, August 03, 2006 8:16 AM
To: 'Karin Rinaldi'
Subject: RE: Roadway Improvement Bonds
Karin,
The following is our review and recommendations for three of the projects you enquired about:
PE-1206E Summerfield East Sth Addition
Allan and I visited this site on 3/22/06 and offer the following list of concerns:
1. The swales at Queen and Calvin have not been completed and contain construction debris.
2. The swales were not completed at E. 14611 and E. 14614 Queen.
3. Completed swales have sod but sod is higher than adjacent driveway causing poiiding in
driveways.
4. E. 14614 Queen has 2 cracked panels in sidewalk.
5. E. 14720 Queen has 1 cracked sidewalk panel and swales were not completed.
6. E. 14617 Queen has 2 cracked panels in sidewalk.
7. The N/E corner of Queen and Calvin has crack in handicap ramp flare.
8. E. 14706 and E. 14712 each have 1 cracked panel in sidewalk.
9. E. 14720 has 2 cracked panels in sidewalk.
10. There aze several extra curb drops along Queen for driveways but none constructed. Not sure why
they are there.
11. All drywells and inlets still have fabric in place at the frame and grates.
The file contains a warranty bond in the amount of $31,951.90 dated 11/26/03 held by Safeco Insurance
Company of America. The bond was for a period of 2 years and was to expire on 11126/05. John
Hohman's e-mail dated 12/08/05 required a final walkthrough before bond can be released. Safeco was
contacted and verified that this bond was renewed and will not expire until 11 /26/06.
As far as the swales are concerned, it appeazs that completion of them may be responsibility of the
individual property owners or the developer. I'm not sure Eller has any control here.
Recommendation: Have John or Alysa conduct a wal.kthrough with contractor to verify replacement of
cracked sidewalk panels and detemune necessary swale improvements. Have developer remove fabric
from drywells and inlets. Once this has been done and conections made, release bond and consider the
project closed.
PE-1206 - SummerSeld st:
K n Renald', ler Corp r' n, asked if the anty replacement surety bond issued 2/7/03 in the
ar iount of $,100 be re sed on this project.
Vv conduc ed an -si ' review_on 2/24106 identified the following deficiencies:
8/3/2006
Message Page 2 of 3
. .
Crown Road F4,5 12 wa6'
p(j- . 15 rwales not complete~dcrack in gutter and bad joint in curb, east of driveway.
04- E. 149 'wafes not complete cr k' gutte\
3. E. 14821 Tre anted in s a by-p erty er.
4. E. 14815 Lazge roc s rock sw (result of owner landscaping).
5. N/E comer of Crow B amp has cracks in it.
6. E. 14809 Swal ot c mpl ted alo g we lot.
7. E. 14803 ale has 1 ge ck d dr n rock (resu er lan(iscapirig).
8. E. 14 Swale not c 1 and crack in curb and gutter.
9. E 4822 to E.14906 Swale not built correctly and crack in curb and gutter.
10. . 14912 Sidewalk spalled and crack in one sidewalk panel by utility box.
nueen Avenue ~
1. E. 14806'Gra ' curb and r.
Burns Road
1. N.5223 Cracks in c gutter di ewalk panels. '
2. N. 5215 Spalled er and curb and c idewalk panel (replace curb).
3. N. 5207 C ed b and gutter n ail bo , ' walk panels cracked and nails
protru ' g from fa e of curb at v ay approach.
4. 24 Swa1e not c and existing drywell may not 'on as intended.
5 . 5214 Crack in curb and gutter.
6. Burns and Crown swale not completed on the sou t corner and cracked and chipped curb
and gutter.
Most driveway roaches have acking r section, ranging from 1 or 2 to several that were
not i.ndividually no on our r iew. A1 o i ears for the most part that 208 swales were not
constructed in accord e' the plans
Recommendation - A wa - ( i ]ler?) conducted to determine items that should be corrected
under warranty.
Please let me know ' ou eed ore ~ orma
Allan Jackso
PE-1899 Aleffi Addition
.
I visited this site on 4/28/06 and found the following items of concern:
1. The swales along Wilbur Court and 7th in front of the residence located on the S/E corner are not
complete and the fabric is still in place on the drywells.
2. The swale located west of Wilbur Ct, along 8t' Ave., has not been completed and contains debri.
3. The drywell located in front of 704 S. Wilbur Ct. appears to still have fabric under the grate.
This project was constructed betvveen December 2002 and June 2003 by Eller Corporation. The file
contains a Savings Assignment for Construction Performance in the amount of $149,800.00, issued by
Sterling Savings Bank, No. 39990383713. There is a letter from John Hohman, releasing this bond after
it was replaced with a warranty bond. This letter is dated 10/8/03. The warranty bond, in the file, is for
8/3/2006
Message Page 3 of 3
. .
$29,000.00 and was issued by Safeco Insurance Company of America, dated 10/6/03. There is no
release in the file for the warrauty bond. The warranty period was to expire on 10/6/05. I called Safeco
and was told that the warranty bond was still active.
There are two sidewalk panels that have hairline cracks, but should not be a tripping hazard.
The file contains a Certification Package and Record Drawings.
Recommendation: Since the swale completion is probably tied to the new homes that were built, notify
Eller to complete the swale along 8th and remove fabric from drywells. Once this is done consider this
project closed and write letter releasing the wazranty bond #6194417.
These recommendations were sent to John Hohman and I am waiting on his acceptance or comments. If
you have any questions please let me know.
Wayne
From: Karin Rinaldi [mailto:karin@ellercorporation.com]
Sent: Tuesday, ]uly 18, 2006 9:44 AM
To: Wayne McGavran
Subject: Roadway Improvement Bonds
Wayne,
I show that we are still maintaining the folfowing Roadway Improvement Bonds which I think have reached their 2
year mark. Can you tell me what the status is of their final inspection and if these bonds could be released?
1. Aleffi Addition - Bond #5194417
2. Summefield East 5th Addition - Bond #6194424
3. Summefield East 4th Addition - Bond #6194360
4. Summefield East 6th Addition - Bond #6275044
Thanks!!
Karin Rinaldi
Eller Corporation
(509) 999-5979
8/3/2006
S P O K A N E C O U N T Y
DNISION OF ENGINEERING AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT
January 29, 2003
Mr. Kenneth Tupper
322 N. University
Spokane, WA 99206
Re: Warranty Surety - Summerfield East 4" Addn. (P 1206 D)
Deaz Mr. Tupper:
Please be advised the improvements in the Summerfield East Plat are now Substantially
Completed. A warranty surety, for the road and drainage construction in the amount of
$60,100.00 will be required before the performance bond can be released. The surety
issued shall be in the form of a letter of credit or cash savings assignment. Samples of
these sureties are available at your request. The warranty surety will be held for a two-
year period starting from the date the County Commissioners have established the plat
roads. After the time has expired the surety will be released unless a construction
deficiency has occurred in which the Surety Company, Developer and their Engineer will
be notified.
If you have any questions, please call our office at (509) 477-3600.
Sincerely,
John V. Hohman, P.E.
Development Services Engineer/Manager
Cc: Wyatt Engineering Inc.
File
1026 W. Broadway Ave • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
. ~
S P O K A N E C O U N T Y
DMSION OF EIYGINEERING AND ROADS A DNLSION OF 'fHE PUBLIC WORKS DEPARTMENT
February 11, 2003
'Safeco Insurance Co.
Safeco Plaza
Seattle, WA 98185
RE: Bond No. 6150038 - Summerfield East 4~' Addn. (P 1206 D)
Dear Sir or Madam:
Please be advised that the Bond No. 6150038 dated September 20, 2002 issued by your
company for Eller Corporation as surety for inspection and installations of roads and
associated drainage facilities for the above mentioned plat in the remaining current
amount of $103,300.00 may now be released in full effective immediately. A
replacement warranty surety is now secured replacing the need for a performance surety.
This final release should close out the above referenced Surety.
If you have any questions, please call me at (509) 477-3600.
Sincerely,
iJi~
~ 41~ ~
John Hohman, PE
Development Services Engineer/Manager
cc: Eller Corporation ,
Wyatt Engineering Inc.
File
1026 W. Hroadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX• (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
09/20/2002 11:24 226-13 ELLER CORPORA' ' PAGE 03
lL
~
~ Bond No. 6150038
SUBDIVISION ROADWAY IMPROVEMENT BOND
KNOW ALL MEN BY 'I'HESE PRESENTS, that ELLER CORFOItATION
(CONTRACTOR), as "Principal", and SAFECO INSURANCE C0MPANY OF
AMERIC.4 (bonding cvmpany), a corporation orgamized and cxisting under the laws of
the State of W.4SHlNGTON, as "Suret}~", are hold and Hrmly btiund unto Spvkane
County, a political subdivision of the State of Washington, as "Obligee", in the penal sum
of prtt ltetndred thret tbouaand three hu»dred dollars (5103,300.00), lawful moncy of
the Uraited States of Amezica, far the paymernt of which the Principal and Surety bind
themselvee, their heirs, executocs, administrators, successors and assigns, jointly and
severally firmty by these presents.
W.EEREAS, said Principal is a contractor to the owner of a tract of land in Spokane
County divided and platted into tots and known as Sunrmafeld Bast Fourth Additian,
and being located in Sectian 35, Township 26 North, Range 44 E.W.M., in Spokane
County, Washi.ngton, and said County has required that a bond be furnished in an amount
sufficient to pay the constniction costs of grading and sutfacirng to the approved grades
and typical section of the roadways of said plat and the zztstallation of drainage stcuctures
and such other work as is incideatal and necessary t,hereto, alI in accordance with those
Plat Roadway Improvement Specifications aad plans dated January 16, 2002, and to the
satisfaction of the Spokena County Engineer; such improvement to be completed not later
than laht 27, 2003, unless such date be extended at the option of the Spokane County
Engineer.
Uprnn failure of the Principal to comply with the requirements stated herein within the iime
authorized, and upon delivery of thc written notice thereof by Oblxgee to Surety, the
Surety shall be ob}iged to the Obligee up to the penal sum of this Bond.
The obligation of this Bond shail be kept in fult force and effect until, in the opinion of the
Obligee, the zequiremerrts herein stated have been satisfied, in which event written release
wilt be given by the Obligee, the Obligee haviag sole right to grant such release.
SIGNED, SEALED AND DATED this 20TH Day of SEPTEMBER, 2002.
ELLER CORPORATION sAFeco nvSVxANCE COMIPArnr OF AMERICA
Principal Surery
)
lLu,
By: :Ak-a4~. . 1 ~ . ~ BY:
1
Helen M. Eller Lois Stewart, AttorneY'in-Fact
(Typed NamelTitle) (Typed NamelTitle)
\ RECEiVED DATE : 09/20/02 11:14 FROM :226 1332
~
II~~ t S~ F E C O~ POwER rECO INSURANCE CaW1PANY OF AMERICA
OF ATTORNEY ~~E OFFICE. SAFECO PLAZA
SEATTLE, WASHINGTON 98185
a
No, 946
KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appaint
•••'CHARI,A hL BOADI.E, WM DNNEEN, CHRIS LARSON; GEORGE C. SCHROEDER, LQIS STEWART, IOANNE TONANI; W.W. WELLER; Spokane, Washington-
its true and lawful attomey(s)-in-(act, with full authority to execute on behalf of the company fidelity and surety bonds or undeRakings and other documents of a simdar
character issued in the course of its business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly
executed by ds regulady elected officers at its home office
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents
this 21St day ot June , 1999
RA. PIERSON, SECRETARY BOH A. OICKEY, PRESIDENT
CER7IFICATE
Eutract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA:
"ArGcle V, Sec6on 13. - FIDELITY AND SURETY BONDS the President, any vice President, lhe Secretary, and any Assistant vce President appointed for that
purpose by the ofiicer in charge o( surety opera6ons, shall each have authoriry to appoint individuals as attorneys-in-fact or under other appropriate Utles with authority to
execute on behalf of the company fidelity artd surety bands and other documents of similar charader issued by the company tn the course of its business On any
instrument making or evidencing such appointrnent, the signatures may be affixed by facsimile On any instrument conferring such authority or on any bond or
undeRaking of the company, the seal, or a(acs+mile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal sha!l not
be necessary to the validity at any such tnstrument or undertaking."
Extrad from a Resolutron of the Board ot Directors of
SAFECO INSURANCE COMPANY OF AMERICA adopted July 28, 1970.
"On any certificate executed by the Secretary or an assistanf seuetary of the Company setting out,
(i) The provisions o(ARide V. Section 13 of the By-Laws, and
(ii) A capy of the power-of-attomey appointrnent, executed pursuant thereto, and
(iu) CeRifying that said powerof-attomey appointment is in full force and effed,
the signature of the certilying officer may be by facsimde, and the seal of the Company may be facsimile thereaf." .
I, R A. Pierson, Seuetary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certi(y that the foregoing extrads of the By-Laws and of a Resotution o( the
Board ot Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and corred, and that both the By-Laws, the ResoluUon and the
Power ofAttorney are sUtt in fufl force and effed.
IN WITNESS WHEREOF, I have hereunto set my hand and aifixed the facsimile seal of said oorporation
this 20th dayof September , 2002 .
~oo~Rtr~ Q,
~ SEAL ~
1953
er MASM~ RA. PIERSqN, SECRETARY
S-1300/SAEF 7/98
0 Registered trademarfc at SAFECO Carporation.
9/29100 PDF
ELLER CORPORATION
P.O. BOX 117
NEWMAN LAKE, WASHINGTON 99025
509-226-0333 Fax:509-226-1332
D2173909032 223-01 EL-LE-RC*242 C3
an equal opport-unrty employer
September 25, 2002
Spokane County
Public Works/Engineering & Roads
1026 W. Broadway Ave.
Spokane, WA 99260
Attn: Gene Repp
Re: Summerfield 4`h, East Addition
Dear Gene•
Enclosed please find a Subdivision Roadway lmprovement Bond for the above-mentioned
project. If you have any questions or if you need any further information, please feel free
to give me a call at 226-0333 or 217-1630.
Sincerely
~
,
Karin Rmaldi Project Manager
Encl: Subdivision Roadway Improvement Bond
r . _
r ENGINEERING • LAND SURVEYING • PLANNING • MATERIALS TESTING
a eubslClary of
~
August 26, 2002
John Hohman, P.E.
Division of Engineering and Roads
Spokane County Public Works
1026 West Broadway Avenue
Spokane, WA 99260-0170
RE: PE-1206-78 - Summerfield 4'h Addition
Probable Cost of Construction
Dear Mr. Hohman:
Attached is the probable cost of construction for the Summerfield 41h Addition subdivision. We
understand that you need this information to determine the bond amounts for the project.
Also attached is the bonding amount which we previously received from Billy Urhausen from the
Utility Department.
It is our understanding that since this project is almost complete, that these estimates will be
reduced based on a percentage of completion as determined by Spokane County.
These estimates include the waterline construction costs. If these need to be removed for your use, please contact us and we will adjust our spreadsheet accordingly.
Thank you for your attention to this matter.
Sincerely,
Jeffrey N. Logan, P.E.,
WYATT Engineering, Inc.
A SubsTdlary of USKH, Inc.
cc: Ken Tupper
WYAIT ENGINEERING, INC. iMi httpJ/wwwuskh.com
O 101 Thain Road Lewiston, ID 83501 phone (208) 746-2661 fax (208) 746-6825
❑ 1220 North Howard Spokane, WA 99201 phone: (509) 328-5139 fax (509) 328-0423
r ~
Jan. 24, 2002
SUMMERFIELD EAST, 4TH ADDITION SUBDIVISION
CONSTRUCTION COST ESTIMATE
ITEM# DESCRIPTION QUANTITY UNIT PRICE TOTAL COST
1 Mobilization 1 LS $6,000.00 $6,000.00
2 Erosion Control - Silt Fence, Inlet Protection, Dust Cont. 1 LS $4,000.00 $4,000.00
3 Hydroseed Dusturbed Areas 6 AC $2,000.00 $12,000.00
4 Stockpile Topsoil 8.35 AC $3,000.00 $25,050.00
5 Subgrade Prep. 12380 SY $1.50 $18,570.00
6 6" Crushed Surfacing Base Course 2480 TN $16.00 $39,680.00
7 4" Asphalt Concrete Pavement 1048 TN $45.00 $47,160.00
8 3" Asphalt Concrete Pavement 470 TN $45.00 $21,150.00
9 Concrete Curb and Gutter - 3372 LF $12.00 $40,464.00
10 5' Sidewalk 3430 SF $2.80 $9,604.00
11 6' Sidewalk 4950 SF $2.80 $13,860.00
12 10" PVC Culvert 110 LF $22.00 $2,420.00
13 Catch Basin 2 EA $1,700.00 $3,400.00
14 Type "A" Drywell 3 EA $2,500.00 $7,500.00 ~
15 Type "B" Drywell 8 EA $3,000.00 $24.00000 ~j
16 8" PVC Sanitary Sewer ~ 1770 LF $16.00 $28,320.00 ;'1►~
17 48" Manhole 8 EA $1,500.00 $12,000.04i
18 8" Cleanout 2 EA $400.00 $800.00
19 4" Side Sewer 25 EA $600.00 $15,000.00
20 6" C900 Water Line 175 LF $16.00 $2,800.00
21 8" C900 Water Line 823 LF $18.00 $14,814.00
22 10" C900 Water Line 1110 LF $20.00 $22,200.00
23 6" Gate Valve 1 EA $500.00 $500.00
24 8" Gate Valve 3 EA $600.00 $1,800.00
25 10" Gate Valve 6 EA $800.00 $4,800.00
26 Fire Hydrant Assembly (incl. Tee, Valve, Pipe & Hyd Ass.) 2 EA $3,000.00 $6,000.00
27 Bends, Tees and Appurtenances 6 EA $200.00 $1,200.00
28 Blow-OffAssembly 2 EA $750.00 $1,500.00
29 3/4" Water Service 25 EA $600.00 $15,000.00
30 Stop & Street Name Sign 3 EA $300.00 $900.00
31 End of Road Sign & Berm 3 LS $1,000.00 $3,000.00
32 1' Berm along North Boundary 1 LS $3,000.00 $3,000.00
33 Driveway & Connections for Future Lift Station 1 LS $5,000.00 $5,000.00
34 Lift Station 1 LS $50,000.00 $50,000.00
Sub Total $463,492.00
Wash. State Sales Tax (8.1 $37,542.85
Total Const. Cost $501,034.85
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t S P O K A N E C O U N T Y
_ _
UTILITIES DIVISION ~ A DIVLSION OF THE PUBLIC WORKS DEPARTMENT
N. Bruce Rawls, P.E., Utilities Dizector Dennis M. Scott, P.E., Director
TRANSMITTAL
Date: l ,10'a7
To 60AQ 3GL'5i3°f: i L .
0 \IV1'A.-Tf ei~G i r',JEE12c~
Project No:
Proj Desc: ~7UML~2.i ICLi-D LAjrl f~ `it-4 An oo~.
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Enclosed are the following item(s).
~Prints ~ ( ) Reproducibles ( ) Sketches ( ) Other (See Below)
) Reports ( ) Shop Drawings ( ) Specifications
Quantity Description
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. *64, coo. 2-F + 8 % TaX = 63. 6_3i.z4
As Requested ( For Your Information/Files Reviewed Wth Comments
For Comment/Action For Your Use Other (See Below)
For Design Preparation Reviewed & Approved
Remarks: UI/SQ ,WL QGL`O l lAe MOVC i2~.1L=rW 4=69 P2(t;2 TO biG;KiWG ri~e ACc,oPTANC-~,S- .
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Sent By: F~Ii~L-i LI2UAVl55
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!f material is not received as listed, please call sender immediately.
1026 W. Broadway • Spokane, WA 99260-0180 •(509) 456-3604 FAX. (509) 456-4715 TDD. (509) 3243166
BOND ESTIMATE - Project Name: Summerfield 4th Addition ~
Project Number: P1206D ~
Date: August29,2002 ~
Prepared by: Gloria Mantz &10KAI,~E COU,~I,Y
_U_nit;Pr!Ce, , _ a Total:.
Drainage Items
1 Drywell, Type A(mcl backfill, filter fabric, frame & grate) 3 EA $ 2,100.00 $ 6,300.00
2 Drywell, Type B(incl backfill, filter fabric, frame & grate) 8 EA $ 2,700.00 $ 21,600.00
3 Catchbasin, Type 1 2 EA $ 600 00 $ 1,200.00
4 Metal Frame and Grate 2 EA $ 300.00 $ 600.00
5 Pipe, 10-inchPVC 110 LF $ 22 00 5 2.42000
6 Pond Access Road 13 CY $ 17.00 S 221 00
7 Hydroseed disturbed areas 6 EA $ 2,000.00 $ 12,000 00
8 Stockpile Topsoil 8 AC $ 3,00000 $ 25,050 00
Drainage ltems Sub-Total $ 69.391.00
Roadway Items
9 Rough Grade (sub-grade preparation) 12,380 SY $ 1.50 $ 18,570.00
10 Mobilization 1 EA $ 6,000.00 $ 6,00000
11 Base Course 2,480 TN $ 16.00 $ 39,680.00
12 Asphalt Concrete Pavement 1,518 TN $ 45.00 $ 68,310.00
13 Curb and Gutter, Type B 3,372 LF $ 12.00 $ 40,464.00
14 Sidewalk 931 SY $ 25.00 $ 23,275.00
15 Wheelchair Ramp 6 EA $ 300.00 $ 1,800.00
16 Stop 8 Street Signs 3 EA $ 300.00 $ 900.00
17 1' Berm along North Boundary 1 LS $ 1,000.00 $ 1,000.00
16 End of Road Sign & Berm 3 EA $ 1,000.00 $ 3,000.00
17 Monuments (1 approx. every 300 ft) 6 EA $ 200.00 $ 1,200.00
Roadway Items Sub-Total $ 204,199.00
Erosion Control Items
18 Sdt Fence 1,350 LF $ 4 00 S 5,400.00
19 Straw Bales 2 EA $ 7.00 $ 14 00
20 Rock Construction Encry 220 SY $ 16.00 $ 3,520.00
Erosion Control Items Sub-Total $ 8,934.00
Inspection
21 Inspection of Drainage Facilitles 1 LS $ 5,000 00 $ 5.00000
22 Inspection of Roads 17 STA $ 500.00 $ 8,500.00
Inspection ltems Sub-Total $ 13,500.00
SUBTOTAL ofALL ITEMS $ 296,024.00
3% inflation from year 2002 to 2004 $ 18,027.86
Sub-Total including inllaGon $ 314,051.86
GRAND TOTAL (includes multiplier of 1.10) $ 345,500.00
BOND ESTIMATE
' Project Name: Summerfield 4lh Addition
Project Number: P1206D
Date: August 29, 2002 ~
Prepared by: Glona Mantz ~~cabu,i,
Bond
ftem Description Reduction Qty Unit Unit Price Total
Sept. 18, 2002
Dralnage Items %Retain
1 Drywelt, Type A(incl. backfill, filter fabric, frame & grate) 10% 3 EA $ 2,100.00 $ 630.00
2 Dryweil, Type B(incl. backfill, filter fabric, frame 8 grate) 10% 8 EA $ 2,700.00 $ 2,16000
3 Catchbasin, Type 1 100% 2 EA $ 600.00 $ 1,200.00
4 Metal Frame and Grate 100% 2 EA $ 300.00 $ 600.00
5 Pipe, 10-inchPVC 10% 110 LF $ 22.00 $ 24200
6 Pond Access Road 100% 13 CY $ 17 00 $ 221 00
7 Hydroseed disturbed areas 100% 6 EA $ 2,000.00 $ 12,000 00
8 Stockpile Topsod 100% 8 AC $ 3,000.00 $ 25,050.00
Orarnage ltems Sub-Tota/ $ 42,103.00
Roadvray Items
9 Rough Grade (sub-grade preparation) 10% 12,380 SY $ 1.50 $ 1,857.00
10 Mobilization 30% 1 EA $ 6,000.00 $ 1,800.00
11 Base Caurse 10% 2,480 TN $ 16.00 $ 3,968.00
12 Asphaft Concrete Pavemerrt 10% 1,518 TN $ 4500 $ 6,831.00
13 Curb and Gutter, Type B 10% 3,372 LF $ 12.00 $ 4,046.00
14 Sidewalk 10% 931 SY $ 2500 $ 2,328.00
15 WheelchairRamp 10% 6 EA $ 300.00 $ 180.00
16 Stop 8 Street Signs 100% 3 EA $ 300.00 $ 900.00
17 1' Bertn along North Boundary 100% 1 LS $ 1,000.00 $ 1.00000
16 End of Road Sign & Berm 100% EA $ 1,000.00 $ 3,000.00
17 Monuments (1 apprwx ev+ery 300 ft) 100% 6 EA $ 200.00 $ 1,200.00
Roadway ltems Sub-Total $ 27,110.00
Eroston Control Items
18 Sitt Fence 100% 1,350 LF $ 4.00 $ 5,400.00
19 Straw Bales 100% 2 EA $ 7.00 $ 14.00
20 Rock Construction Entry 10°/a 220 SY $ 16.00 $ 352.00
ErosJon Contro! Items Sub-Totel $ 5,766.00
Sub-Total ConsfrucUon $ 74,979.00
3% inflation from year 2002 to 2004 $ 4,566.22
Caistruction Total including inflatron $ 79,545.22
Construction Grand Total (includes mulUplier of 1.10) $ 87,500.00
Inspection
1 Inspection of Drainage Faalities 1 LS $ 5,000.00 $ 5,000.00
2 Inspection of Roads 17 STA $ 500.00 $ 8,500.00
Inspectton Total $ 13,500.00
~
Mantz, Gloria
From: Mantz, Gloria
Sent: Thursday, August 29, 2002 2:12 PM
To: Jeff Logan (E-mail)
Subject: P1206D Bond Estimate for Summerfield 4th Addition
Jeff,
I am attaching the bond estimate for the above project.
Let me know if you have any questions.
Gloria Mantz, P.E.
Plan Review Engineer
Spokane County •
Division of Engineenng and Roads
(509) 477-3600
9
P1206D Bond
Estimate.xls
1
~ -
BOND ESTIMATE c O p
~
Project Name: Summerfield 4th Addition
Project Number: P1206D A~
Date: August 29, 2002 ~p
d11W6
Prepared by: Gloria Mantz SPOMI-~E COUI,U,Y
--r- - , ,r- - -~r remr~r• rp ~w.
I"`te`rri Uesciiption, tY~,,,~Unit!. °Uiiit3P.,~icee Total
Drainage Items
1 Drywell, Type A(incl. backfill, filter fabnc, frame & grate) 3 EA $ 2,100.00 $ 6,300.00
2 Drywell, Type B(incl. backfill, filter fabric, frame & grate) 8 EA $ 2,700.00 $ 21,600.00
3 Catchbasin, Type 1 2 EA $ 600.00 $ 1,200.00
4 Metal Frame and Grate 2 EA $ 300.00 $ 600 00
5 Pipe, 10-inchPVC 110 LF $ 22.00 $ 2,420.00
6 Pond Access Road 13 CY $ 17.00 $ 221.00
7 Hydroseed disturbed areas 6 EA $ 2,000.00 $ 12,000.00
8 Stockpile Topsoil 8 AC $ 3,000.00 $ 25,050.00
Drainage Items Sub-Total $ 69,391.00
Roadway Items
9 Rough Grade (sub-grade preparation) 12,380 SY $ 1.50 $ 18,570.00
10 Mobilization 1 EA $ 6,00000 $ 6,000.00
11 Base Course 2,480 TN $ 16 00 $ 39,680 00
12 Asphalt Concrete Pavement 1,518 TN $ 45 00 $ 68,310 00
13 Curb and Gutter, Type B 3,372 LF $ 12.00 $ 40,464.00
14 Sidewalk 931 SY $ 25 00 $ 23,275 00
15 Wheelchair Ramp 6 EA $ 300.00 $ 1,800.00
16 Stop & Street Signs 3 EA $ 300 00 $ 900.00
17 1' Berm along North Boundary 1 LS $ 1,000.00 $ 1,00000
16 End of Road Sign & Berm 3 EA $ 1,000.00 $ 3,000.00
17 Monuments (1 approx. every 300 ft) 6 EA $ 200.00 $ 1,200 00
Roadway Items Sub-Total $ 204,199 00
Erosion Control Items
18 Silt Fence 1,350 LF $ 4.00 $ 5,400.00
19 SVaw Bales 2 EA $ 7.00 $ 14.00
20 Rock Construc6on Entry 220 SY $ 16.00 $ 3,520.00
Erosion Control ltems Sub-Total $ 8,934.00
Inspection
21 InspecUon of Drainage FaGliUes 1 LS $ 5,000.00 $ 5,000.00
22 Inspection of Roads 17 STA $ 500.00 $ 8,500.00
Inspection /fems Sub-Total $ 13,500.00
SUBTOTAL of ALL ITEMS $ 296,024 00
3% inflaGon from year 2002 to 2004 $ 18,027.86
Sub-Total including infla6on $ 314,051.86
GRAND TOTAL (includes multiplier of 1.10) $ 345,500.00
S P O K A N E C O U N T Y
DNISION OF ENGINEERIIVG AND ROADS A DMSION OF THE PUBLIC WORKS DEPARTMENT
Post-it° Fax Note 7671 ~oate9/~glOL ~P89B5~ ~
To .T ~From~
Mr_ke~.. u~ne~ ~1)nP ~N ti
Co./Dept. iCo. 1 / D 1
awu c
Phone # `Phone # y 7 7 3 6 OD
~
September 18, 2002 Fa`" 922- 0195 MFa`" ,
Mr. Kenneth Tupper
322 N. University
Spokane, WA 99206
Re: Summerfield 4~h Addition (1206 D)
Dear Mr. Tupper,
A Certification Package has been received for an initial performance surety reduction to
reflect the current status of construction for the referenced project. Based upon this
certification, we have elected to set the initial performance surety at $87,500.00. The
surety issued shall be in the form of a bond, letter of credit, or cash savings assigrunent.
Samples of these sureries aze available at your request.
The inspection Bond will remain at $15,800.00. Consideration of any further reductions
to this will be based on continuous construction progress toward completion and
acceptance of the project.
If you have any questions please Randy Stronks or me at (509) 477- 3600.
Sincerely,
John Hohman, PE
Development Services Engineer/Manager .
Cc: Wyatt Engineering
File
1026 W. Broadway Ave. 9 Spokane, WA 99260-0170 9 (509) 477-3600 FAX: (569) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
09/20/2002 11:24 226-1332 ELLER CORPORATION PAGE 03
. • - ,~ZUIr`~
.1
Bond No. 6150038
SUBDIVISION ROADWAY IMPItOVEMENT BOND
K.NOW .AI..L MEN BY 'I'HESE PRESENTS, that ELLER CORPORATION
(CONTRACTOR), as "Principal", and SAFECO INSUR4NCE COMPANY 4.F
AMERIC.4 (bonding compaay), a corporation orgarnized and cxisting wnder the laws of
the State of WASHLNGTON, as "Suret}~", are held and flrmly bound unto Spokane
County, a political subdivision of the State of Washington, as "Obligee", in the penal sum
of One Itundred tltr+ee lhoksand three hundred'dollars (SI 03,300. 00), lawful money of
the United States of America, for the payment of which the Friuacipal and Swety bind
themselvea, their heirs, executors, adnriaistrators, succeasors and aasigns, jointly and
severally firmly by thesa presents.
WHEREA,S, said Principal is a eontractor to the awner of a tract of land in Spokane
County divided and plntted into lots and kaown as SknimerJ'ield East Fourtb Addition,
and being located in Section 35, Township 26 North, Range 44 E.W.M., in Spokane
County, Washington, and said County has required that a bond be furnished in an amount
sufficient to pay the construction costa of grading and surfacing to the approved grades
and typical section of the roadways of said plat and the installation of drainage stnzctuxes
and such other work as is incideata] and aecessary thereto, al1 in accordance with those
Plat Roadway Improvement Specifications and plans dated .Tanuary 16, 2002, and to the
satisfaction of the Spokane County Engineer; such improvement to be completed not later
than Jane.17, 2003, ualees such date be extended at the option of the Spokane County
Engineer.
Upon failure oFthe Principal to comply with the requirements stated herean within the time
authorized, and upon deUvery of the written notice thereof by Obligee to Surety, the
Surety sha11 be obligcd to the Obligec up to the penal sum of this Bond.
The obligation of this Boad shail be kept in full force and effect until, in the opinion of the
Obkgee, the requiremerrts herein stated have been setisfied, in which event written release
will be given by the Obliges, the Obligee having sole right to grant such release.
SIGNED, SEALED AND DATED this 20TH Day of SEpTEMHER, 2002.
ELLER CORPORATTON sAMco INSLTANCE COnWAAnr oF AMEwCA
Principa! . Surety ~
By: ~ sy: 1~~~
Helen M. Eller Lois Stewart, Attorney-in-Fact
(Typed Name/Title) (Typed Name!'fitle)
RECEiVED DATE : 09/20l02 11:14 FROM :226 1332
S A F E C O~ PO WER SAFECO INSURANCE COMPANY OF AMERICA
HOME OFFICE: SAFECO PLAZA
OF ATTORNEY SEATTLE. WASHINGTON 98185
i
No. 946
KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint
••••CHARLAb1. BOADI.E; WM. DINNEEN, CHRIS LARSON, GEORGE C SCHROEDER; LOIS STEWART; JOANNE TONANI, W.W. WELLER; Spokane, Washington•••
fts true and law(ul attomey(s)-in-fact, with full authoriiy to ezecute on behalf of the company fidelity and surety bonds or undertakings and other dowmenls of a similar
charader issued in the course of fts business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly
executed by its regutarty eleded oRcers at fts home oHice.
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents
this 21st - day of June . 1999 .
R.A. PIERSON, SECRETARY BOH A. DICKEY. PRESIDENT
CERTiFICATE
Extract from the By-Laws"of SAFECO INSURANCE COMPANY OF AMERICA:
"Article V, Secdon 13. - FIDELI7Y AND SUREN BONOS the President, any Vce President, the Seaetary, and any Assistant Yce President appofnted for that
purpose by the oHicer in charge of surety opera6ons, shall each have authonty to appoint individuats as attomeys-in-fad or under other appropriate titles with authority to
execute on behalf of the company fidelity and surety bonds and other documents of similar charader issued by the company in the course of its business... On any
instrument maldng or evidencing such appointrnent, the signatures may be afixed by facsimile. On any instrument conferring such aulhority or on any bond or
undertaldng of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not
be necessary to the valicrdy of any such instrument or undertaking '
Extrad trom a Resolution of the Boatd of Directors of
SAFECO INSURANCE COMPANY OF AMERICA adopted Juty 28, 1970.
"On any certiflcate executed by the Secretary or an assistant seuetary of the Company setting out,
(i) The provisions of Article V, Section 13 of the By-Laws, and (ii) A copy of the power-0Gattorney appointrnent, executed pursuant thereto, and
(iii) Certirying that said pawerof-attomey appoirdment is in tull torce and eHed,
the signature of the cerUfying officer may be by lacsimile, and the seal of the Company may be facsimile lhereof.' •
I, R.A. Pierson, Seaetary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the
Baard of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and corred, and that both the By-Laws, the Resolution and the
Power of Attomey are still in full torce and effed.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corpo2tion
NS 20th dayof September ,2002 .
/
~ SEAL ~ .
d~ 1953
of YARA. PIERSON, SECRETARY
5-1300ISAEF 7/98 0 Registered lrademark of SAFECO Corporalion.
9129I00 POF
~ ELLER CORP4RATION
P.O. BOX 117
NEWMAN LAKE, WASHINGTON 99025
509-226-0333 Fax:509-226-1332 -
D2F3909032 223-01 EL-LE-RC*242 C3
an eqval opporturuty employer
September 25, 2002
Spokane County
Public Works/Engineering & Roads
1026 W. Broadway Ave. • ,
Spokane, WA 99260
Attn: Gene Repp
Re: Summerfield 4`h, East Addition
Dear Gene:
Enclosed please find a Subdivision Roadway Improvement Bond for the above-mentioned
project. If you have any questions or if you need any further information, please feel free
to give me a call at 226-0333 or 217-1630. .
Sincerely,,
y~
Karin Rinaldi •
Project Manager
Encl: Subdivision Roadway Improvement Bond
~
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S P c~ K A 2.~ E ~ cJ u~.v 'r Y'.
y
I3TV5[(7[V C]F ENGINEER3NG RND AOABS A I71VLSION OF THE PUS4IG WDHICS IJEPARTh4ENT
September 30, 2002
5terling Savings Barak
I 11 N. Wail
2"d Fivor Sterling Building
Spokane, WA 99201-0696
RE: Savings Assignment Nurnber 39990383465 for Resadentia] Canstxuction of
Sunnmerfield East 4t' Addation (P 1206D)
Dear Sir or Madarn:
Please 1e advised that the Savings Assignment Number 39990383465 dated 5eptember
19, 2042 issued by yaur company far KJT Inv+estments, x..LC as surety for installatians
af raad.s and associated drainage facilities for the above mentioned pIat in the current
aumaunt af S103,300.40 may now te released °ua fu11 effective immeciiately. A
replacement surety 1i.n the same amaunt bas replaced the need far this Savings
AssEgmuent. This final rePease should close out the abaVe referenced assignment
certif cate.
If you ha.ve any questians, please caD rrse at (509) 477-3600.
Sincerely,
r' {Fo _
J4hn HC)hCt1S23, PE
I7evelopmerat Services EngineerlManager
cc: KTT Investments, LLC
File
1026 W. eroadway Ave. + 5pokarte, WA 99260-0170 •{5U9} 477-3600 FAa(• {509} 477-7655 (2nd FloQr) 477-7478 (3rd Floar) ■ TDD• (509) 477-7133
STERLI NG
SAVINGS BANK .
PRIVATE BANKING
SAVINGS ASSIGNMENT
ROADWAY IMPROVEMENT
For secunty purposes only, KJT Investments, LLC, as "PRINCIPAL", hereby assigns to SPOKANE
COUNTY, a political subdivision of the State of Washington, the following:
Savings Account Number #39990383465
In the face amount of $103,300.00
Itemized as follows:
Roadway improvements in the amount of $87,500.00
Roadway inspections in the amount o[ $15,800.00
And held m and by Sterlme Savines Bank Private Banking Deoartment, itemized as follows:
WHEREAS, said Principal is the developer of a tract of land in Spokane County known as Summerfield
East Fourth Addition (PE 1206-78 & 1206D) and bemg located in Secrion 35 Township 26 N R44 E at
WM Willamette Meridian m Spokane County, Washington, and said County has required that a
perfomnance guarantee be furmshed m an account sufficient to pay the construction cost of mstallmg to the
approved grades, curbs, sidewalks, drainage control and/or paving of roadway adjacent to said
development, and such other work as incidental and necessary thereof, as well as all in accordance with the
accepted plans of file at the Spokane County Engineer's Office, and Spokane County Road Department
Specifications dated April, 1999, and to the sarisfaction of the Spokane County Engineer: such
improvements to be completed within two (2) years or less from the date of plan acceptance unless said
time period be extended at the option and with the expressed written consent of the Spokane County
Engineer; and
Tlus Assignment is made as security for the full and faithful performance by KJT Investments, LLC of the
construction of certain roads, monuments and drainage faciliries, and related construction mspecdon
activities, for Summerfield East Fourth Addition (PE 1206-78 & 1206D) and being located in f Sechon 35,
Township 26 N R44 EWM, in Spokane County, Washington. Said improvements are to be installed as
specified in Accordance with the accepted plans on file at the Spokane County Engineer's Office, and
Spokane County Road Deparhnent Specifications dated Apnl, 1999, and to the sahsfaction of the Spokane
County Engineer. Said improvements are to be completed wrthin two (2) years or less from the date of
plan acceptance unless said time period to be extended at the option and with the expressed written consent
of the Spokane County Engineer.
1 1 1 N. WALL - 2ND FLOOR STERLING BUILDING
SPOKANE, WA 99201 -0696
PHONE (509)45B-2B131 oR 1 -BOO-379-2B61
F.4x (509)358-61 52
.
The County Engineer shall provide a copy of all such documentahon and correspondence with STERLING
SAViNGS BANK to KJT Investments, LLC to the address noted below
DATED this 19' day of Sentember, 2002
BANK: Sterline Savines Bank / Private Bankine Deoartment
ADDRESS: 111 N. Wall
CITY, STATE, ZIP: Snokane. WA 99201
PHONE: 509-358-6156
AUTHORIZED
REPRESENTATIVE:
Shelley Menne Qvate TITLE: Vice President Bankine eam Leader
Principal: Kenneth J. Tunner
Address: 322 N. Universitv Rd
City, State, Zip: Snokane, WA 99206
Phone: 509-217-1052
-\L..., r ~t%r4 ~
Kenneth J. Tupper
State of Washington )
)ss
County of Spokane )
I cemfy that I know or have sahsfactory evidence that Kenneth J. Tunner is the person who appeared
before me, and said person acknowledged that he signed this instrument and acknowledged it to be his &ee
and voluntary act for the uses and purposes menhoned in the instrument.
Dated• 9- / S-0 .1.•
N ary Public in and 4for
e State of Washington.
My appointment expires: -/O
Sterling Savings Bank
111 N. Wall
Spokane, WA 99201
A Washington Corporahon
f~y: Shelley Menne~~
Its: Vice Presiden4~
g, LQpN
State Of Washington
~ • • i
)SS it% pTARyV% ~
.
County of Spokane : ~
ZtA : PUBLIG ; 2~
I certify that I know or have satisfactory evidence that Shellev 1V~~~~per rqt~ rPPe before
me, and said person acknowledged that she signed this instrument, s!~was authorized to
execute the instrument and acknowledged it as the Vice President of ~ank to be the free
and voluntary act of such party for the uses and purposes menrioned in the u~s Dated: Q• / ~ • U ,r1
~
Public in and for
No ry
th State of Washington. /
My appointment expires:
OFFICE OF THE COiTN'TY ENGINEER
SPOKANE COUNTY, WASHINGTON
TO: JOHN HOHMAN
FROM: DAVE BERTO
DATE: September 25, 2002
SUBJECT: BOND ITEMS P1206D SPRINGFIELD EAST 4TH ADD
The bond for the above-mentioned project is for the
following items:
1) All the items on the approved road and drainage plans.
, Page 1 of 3
Allan Jackson
From: Allan Jackson Sent: Monday, February 27, 2006 10.01 AM
To: Alysa Wiyrick
Cc: John Hohman
Subject: Status of reviews on SH 04-04, PE 1423F, PE120613, and PE 16841
Alysa,
Listed below are updated status reports for four projects shown on tfie surety inspection spreadsheet.
SHP-04-04 - Holm's Short Plat
It appears this work on this project was completed during 2005. Record drawings were not found in the
project files and Sandra says the City of Spokane Valley is still waiting on the certification package.
The construction plans were prepazed by Mountain Crest Enterprises Inc. but there is no information
identifying the firm that will be certifying the project. •
A Letter of Credit in the amount of $46,000 is still active. A request for change to a warranty bond has
not been received.
A field review using the approved construction plans of this project was conducted on 2/24/06 by
Wayne McGavran and myself with the following deficient items identified:
1. Crack in gutter on S. edge of driveway at N. 1303 Pierce Rd.
2. Crack in curb at N.1305 Pierce Rd.
3. Crack in curb and gutter at 1317 N. Pierce Rd. and 2 panels in sidewalk appear to have less
than 4" depth at back edge.
4. Driveway apron has spalled area.
5. No sod in swales.
6. No irrigation in swales.
7. Drywell casting is the wrong type and not as per plans at Sta. 21+93 Lt.
8. Portions of sidewalk need to be cleaned.
It should be noted that several houses are still under construction.
Recommendation - Recheck status of certification package and record drawings with Mountain Crest as
it appears all construction (pavement, curb and gutter, swale grading, and sidewalk) has been
completed. Conduct walk-through after sidewalk is cleared to identify items needing further work
before warranty period starts.
PE-1423F - Ridgemont #4-7tb Addition
This project was completed and a walk-through with Simpson Engineers completed in December 2001.
It appears all four items noted on that walk-through have been corrected. A warranty bond in the
amount of $3,700 was issued on 6/24/02 and released on 6/23/04. A copy of the release is being faxed
to us by Safeco for our records.
2/27/2006
. Page 2 of 3
Recommendation - This project be considered closed without further action.
PE 16841 - Ridgemont Estates North - lOth Addition
A construction bond was issued on 3/7/02 for $2,500 and is still active. The only work covered by this
bond is placing riprap in an existing ditch. This work has not yet started but surveyors on-site indicate
that construction will start shortly on four homes within the addition.
Recommendation - No work within the ditch will likely be done until building pernut issued. A follow
up inspection should be made at that time to ensure work is being completed concurrently with housing
construction.
PE-1206D - Summerfield East.4th Addition
Karen Renaldi, Eller Corporation, asked if the warranty replacement surety bond issued 2/7/03 in the
amount of $60,100 be released on this project.
We conducted an on-site review on 2/24/06 and identified the following deficiencies:
Crown Road
1. E. 14915 Swales not completed, crack in gutter and bad joint in curb, east of driveway.
2. E. 14903 Swales not completed and crack in curb and gutter.
3. E. 14821 Trees planted in swale by property owner.
4. E. 14815 Large rocks and drain rock in swale (result of owner landscaping).
5. N/E corner of Crown and Burns handicap ramp has cracks in it.
6. E. 14809 Swa1e not completed along west side of lot.
7. E. 14803 Swale has large rocks and drain rock (result of owner landscaping).
8. E. 14810 Swa1e not completed and crack in curb and gutter.
9. E. 14822 to E.14906 Swale not built correctly and crack in curb and gutter.
10. E. 14912 Sidewalk spalled and crack in one sidewalk panel by utility box.
Oueen Avenue
1. E. 14806 Crack in curb and gutter.
Burns Road
1. N.5223 Cracks in curb and gutter and in 3 sidewalk panels.
2. N. 5215 Spalled gutter and curb and crack in 1 sidewalk panel (replace curb).
3. N. 5207 Cracked curb and gutter neaz mail box, 3 sidewalk panels cracked and nails
protruding from face of curb at driveway approach.
4. N. 5124 Swale not completed and existing drywell may not function as intended.
5. N. 5214 Crack in curb and gutter.
6. Burns and Crown swale not completed on the southeast corner and cracked and chipped curb
and gutter. Most driveway approaches have cracking in the gutter section, ranging from 1 or 2 to several that were
not individually noted on our review. Also it appeazs for the most part that 208 swales were not
constructed in accordance with the plans.
Recommendation - A walk-through (with Eller?) conducted to determine items that should be corrected
under warranty.
2/27/2006
. Page 3 of 3
Please let me know if you need more information or other actions we need to take.
Allan Jackson
2/27/2006
4119116 '
Paye: t of 4
0412612062 08:34A
SPOKANE COUNIY ENGINNERS EAS $0.00 Spokane Co, WA
After Recording Return To: Spokane County Engineer
Attn.: Right of Way Department '
• R. E. !:xcise'!;"!c EXe;Y►p!
' • Diuc ~ i~v 'S00.2
Spu!.ai1e Coui1ty~1~~~-u~►US.
~'v
Document Tide: Nodce to the Public No. 4
G[SntOi(S): EYVE FIFTY, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY
Grantee(s): Governmept~ County of Spokane .
LegalDescription: PTN. SE*, SEC. 35, TWN. 26N, RG. 44 EAST, W.M.
Additional L,egal Description: ON PAGES 1& 2
Assessoes Tax Parcel Numbecm: PTN. OF 46354 . 9050 ' •
RefeKence Number: . •
Log In Date: 4-19-02 • Requested by: GLORIA Prepared by: RM
Purposa: P-1206 D. RFNoM.: 2583 RosdName(k): CROWN ROAD
SPOKANE COUNTY DIVISION OF ENGINEERING . Spokane County, Washington
TEMPORARY NATURAL DR,AINAGE . AND FLOOD RUNOFF EASEMENT
1N TM MATTER OF CROWN ROAD , RF NO. 2583
' RNOW ALL MEN BY THESE PRESENTS, that the Grantor(s), FIVE FIFTY L. L. C.,
A WASHINGTON LIMITED LIABILITY COMPANY,
' of the County of Spokane, State of Washington, for and in consideration of Mutual Benefits, the •
_ receipt of which is hereby acknowledged, grant(s) to Spokane County, a political subdivision of ' the State of Washingtor, a Temporary Natwal Drainage and Flood RunoffEasement, (hereinafter '
' referred to as "this Easement") over, under, upon and acioss the following described real property
situated in the County of Spokane, State of Washington: AFFECTS ASSESSORS PARCEL NO(g).: 46354.9050
.
LEGAL DESCRIPTION FOR 20.00 FOOT TEMPORARY NATURAL DRAINAGE EASEMENT . A continuous 20.00 foot wide strip af land in that porUon of the souBieast quarter of Section 35, Township 26
North, Range 44 East, WiIlamette Meridian, Spokane County, Washington, the southetly and westerly edge of
which is described as follows: ' Commencing at the most Easterty comer of Lot 5, Block 15 of Summerfield East Third Addition as shouvrr per Book 18 of Plats, page- 31, said point being a1/2° steel p1n with plastic cap marked °Moore 18091
Thence North 39°05'40° East, on the northwesterly line af Lot 1, Block 15 and Lot 2, Block 16, per said
Summefield East Third Addition, a distance of 206.33 feet to the Point of Beginning of said southerly and
westeriy line;
Thence North 50°54'20° West, a distance of 32.12 feet to the beginning of a 403.50 foot radius curoe, the
center of which bears North 390 05'40° East; '
Thence northwesterly on said curve, through a central angie of 7040'42', an arc distance of 54.07 feet;
~I
. ~
4`1191y6
Page: 2of4
SPOKANE COUNIY EHGINNERS ~S O4116f2002 08'34A
° $0.00 Spokane Co, WA
Thence North 43° 13'38° West, a distance of 265.19 feet ta the beginning.o_f_a 546.50 foot radius curve, : the center of which bears South 46°46'22' Vllest; . ' _ _ . . '.,%fiience riorthwesterly an said curve, through a central-angle'of 0050'42', an arc distance of 8.06 feet; Thence North 43049'50' East, a distance of 50*.95 feet
Thence North 36°06'23° West, a distance of 50.31 feet Thence North 23°59`36' West, a distance of 106.63 feet;
Thence North 36 °34'05', West, a distance of 52.37 feet; ' _ .
Thence North 63°18'27' West, a di'staFlCe of 49.94 feet '
Thence North 72°37'40° West, a distance of 103.23 feet; Thence South 89°55'OQ" West, a distance of 379.33 feet;
_ Thence South 70°18'02" West, a distance of 67.45 feet to the terminus of said 20.00 foot wide strip; The sidelines of sald strip to shorten or lengthen so as to result in a continuous 20.00 foot wide strip.
This Easement granted to Spokane County and its authorized agents is for the purposes of
' intercepting and conveying the natural drainage and potential flood runoff from the uphill properEies and flood zone, across and over the lands_ described above, and for the temporary
storage and subsurface disposal of said natural drainage and flood runofl~ over and under the ,
lands described above, respectively. ' Spokane County and its authorized agents are hereby granted.the right of ingress and egress to, over and from this Easement for the purpose of inspection and emergency maintenance of
interceptor berms 8c ditches, storage ponds, and drywells, if not properly maintained by the
Grantor(s), or their successors in interest. Spokane County does not accept the responsibility to .
inspect or maintain this P,asement or said drainage facilities whatsoever, nor does Spokane '
County accept any liability for any failwe by the Grantor(s), or their successors in interest, to,
properly maintain such areas. ,
The Grantor(s), or their successors in,interest, shall be held responsible for accepting the natural drainage and flood runoff from the uphill properties, and keeping open and maintaining the
surface path over and across this Easement property. •
The Grantor(s), or their successors in interest, shall maintain all interceptor berms & ditches and storage ponds on this Easement property, with a permanent ground cover as specified on the
' current approved plans on file at the office of the Spokane County Division of Engineering. The .
• Grantor(s), or their successors in interest, may install approved shrubbery and/or trees which do
' not obstruct the flow and percolation of stormwater in the said facilities, as indicated by the
current approved plans. The Gr.antor(s), or their successors in interest, or their representatives shall infonn each
succeeding purchaser of this Easement and of their responsibility for maintaining surface drainage -
, paths and drainage facilities within this Easement.
Spokane County does not accept the responsibility of maintaining the drainage course within this ' , Easement or floodplain 'areas on the property, nor the responsibility for any damage whatsoever, including, but not limited to; inverse condemnation to any properties due to deficient construction
and or maintenance of drainage courses within ttus Easement.
' If the Grantor(s), or their successors in interest, fails to maintain the surface path of natural runoff ' or flood 8ows, a notice of such failure may be given to the Grantor(s), or their successors in • interest. If not corrected within the period indicated on said notice, Spokane County has the right.••
to correct the maintenance failure, or have it corrected, at the expense of the Grantor(s), or their
successors in urterest. . ' . •
•
~
. ~ ~
-
'
~ 4719116
0026J2002 o08.34A
SPOKANE COUNiY EHGINNERS FAS $0.00 Spokane Co, WA
This Easement shall remain in full effect until such time as the subject property is platted or
developed and a replacement easement and drainage facilities have been approved by the County
, Engineer, whereupon this temporary easement is terminated and of no further effect whatsoever. .
'
THIS DOCUMENT REPLACES THAT CERTAIN DRAINAGE EASEMENT RECORDED ON THE 24TH OF
APRIL 2002 UNDER SPOKANE COUNTY AUDITOR'S NO. 4718033 AND SHALL RENDER SAME
NULL AND VOID.
IN WITNFSS WHEREOF, the undersigned has caused this instrument to be executed on this
25TH day of APRIL ~ 2002 ,
FIVE FIFTY, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY
By: ~ By: Nt~~~
KENNETH J. TUPPER, MA[JAG R NER V4 ,
\
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss I certify that I know or have satisfactory evidence that KENNETH J. TUPPER
(is/no the individual(g) who appeared before me, and said individual(s) acknowledged that
(he/Wmkkgy) signed this instrument, on oath stated that (he&hWdH* (was/were) authorized to
execute the instrument and acknowledged it as the MANAGING PARTNER
Of FIVE FIFTY, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY
to be the free and voluntary act of such party for the uses and purposes mentioned in the
instrument. .
Dated tlus 25Tx day of APRIL . ~ 2002 oFrictAL sEAu, '
xaYMOnn T. Moon NOTAY PUBLIC
1`IOTARY PUB(,1C
sTn= oF wnsrilncrrofl In and for the State of Washington,
r4y S2 i~ zoos ~ residing at Spokane.
.
My appointment expires 21 JU[JE, 2005
-j 471914 064
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- ~ 04~26j2002 *34p
' : i • 10.00 Spokane Co,IA
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P5
.20' TEMPORARY NATUAL
DRAINAGE EASEMENT
WYATT ENGINEERING. lNC SCALE. 1250 '
1220 N. HOWARD ST. . ' "
SPOKANE. WA 99201
FAX (509) 328-0423 ~ -
(509) 328-5139
4/IV02
679300EA5.005
~ ~
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
TO: SARA SUE MARKS
FROM: DAVE BERTO
DATE: August 20, 2002
SUBJECT: language for P1206D SUMMERFIELD EAST 4m ADD
The Border Easement as shown hereon are hereby granted to
Spokane County and its authorized agents, and to the public for
road purposes, including but not limited to curbs, sidewalks,
drainage, signage, and other usage deemed necessary by the
Spokane County Engineer for the safety and welfare of the Public.
No fence or portion thereof will be constructed, within said easement without permission of the Spokane County Engineer, nor
will any obj ects be placed in said easement that would obstruct
the sight distance necessary for safe and efficient vehicular
movement. Any other easements granted or dedicated within this
Border Easement area will be subordinate to the rights created by
this easement and are subject to Spokane County Engineers permit
process prior to usage.
Office of the County Engineer
Spokane County, Washington
Date: June 10, 2002
To: Jeff Logan, P.E.
Wyatt Engineering
From: Cindy Callan, E.I.T.
Development Engineering Services
RE: P1206D - Summerfield East 4th Addition
Please note that the following information must be placed on the face of
the final plat.
DRP,INAGE LANGUAGE :
The property owner(s) within this plat shall be held responsible for keeping open and maintaining the
existing surface path of natural or man-made drainage courses over and across their respective properties.
The property owner(s) within this plat shall be responsible for repair, restoration, and perpetual
maintenance of bioinfiltration (`208') swales and drainage ditches situated on their respective properties
within border easements or any portion situated m a public right-of-way adjacent to their respective
properties. Mamtenance of dramage facilities includes, but is not limited to, keeping open and cleaning
bioinfiltration (`208') swales, pipes, catchbasms, and culverts; and the repair, restoration and
replacement of drainage structures/facilities as needed. Maintenance of bioinfiltration (`208') swales
includes, but is not limited to maintaining permanent ground cover (live, native-type dry land grasses or
lawn turf, wrth optional shrubbery and/or trees which do not obstruct the flow and percolation of storm
drainage water in the bioinfiltration (`208') swale as indicated by the approved plans) on all
bioinfiltration (`208') swales; removing and disposmg of the soil and ground cover m bioinfiltration
(`208') swales at such time Spokane County deems necessary, and replacing the soil and ground cover.
No structures, including fences, shall be constructed directly over or within a dramage facility without
the expressed written consent of the Spokane County Engineer.
If the property owner(s) fail to maintam the surface path of natural or man-made drainage flow, or drainage
facilities on pnvate properhes, a notice of such failure may be given to the property owner(s). If not
corrected within the period indicated on said notice, Spokane County has the right to correct the
maintenance failure, or have it corrected, at the expense of the property owner(s). The property owner(s)
shall be responsible for payment of all claims and other liabilities that may become due for said
maintenance responsibilities.
Spokane County shall be responsible for inspecting and mamtaining drywells wrthin the public right-of-way
or border easements. Spokane County does not accept the responsibility to inspect or maintain drainage
facilities located outside of public nght-of-way and border easements, except in cases where Spokane
County specifically assumes that responsibility in wnting. Neither does Spokane County accept any
liability for any failure by the property owner(s) to properly maintam such areas.
Any building that is constructed on a lot in this plat shall be set at such an elevation so as to provide positive
drainage away from any dramage entry point to the building (includmg but not limited to awmdow well, a
window unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum
slope of 3% away from the building for a distance of at least 10 feet from the building. T'he lots shall be
graded so that either a) all runoff is routed away from the building, and conveyed over the lot to a natural
drainage swale or approved dramage facility, or b) drainage mtercepted on the lot is disposed of on the lot m
an approved dramage facility. All dramage facilities for this plat, mcluding any `208' swales, shall be
constructed m accordance with the approved plans on file at the Spokane County Engineer's Office. Any
proposed changes to the approved road and drainage plans must be approved by the Spokane County
Engineer's Office prior to construction of said changes.
There may exist properties located uphill and adjacent to this subdivision that periodically discharge
stormwater runoff onto individual lots within this plat. Stormwater runoff from nearby uphill properties
should be expected, and dwzng snow melt penods or wet seasons the lots may be subjected to higher
amounts of stormwater runoff than what is normally observed or anticipated. Because stormwater runoff
from adjacent properties have discharged onto this plat prior to development, stormwater runoff will likely
continue to do so after development.
The developer, property owners, and homeowners' association waive any and all claims for damages against
any govemmental authority arising from the construchon, ownership or maintenance of public facilities.
This waiver includes claims of any nature, including but not lirmted to person and real property damages as
well as any inverse condemnahon claims.
s1 ~ ~
~ , 4719~y5
Pa e: i of 3
; 04~26j20Q2 08:34A
; SPOKpNE COUNTY ENCINNERS fAS 30,00 Spokane Co, WA
f °
I •
After Recording Return To: Spokane County Engineer
Attn.: Right of Way Department
i
~
Document Title: Border Easement ;
Grantor(s): FIVE FIFTY, L.L.C. A WASHINGTON LIMITED LIABILITY COMPANY
Grantee: Government, County of Spokane, , LegalDescription: PTN. SEA, SEC ! 35, TWDI. 26N. RG. 44 EAST. W.M.
Additional Legal Description: See Page 1;
Assessor's Tax Parcel Number: PTN.1OF 46354 . 9050
Reference Number: i
Log In Date; 4-19-02 Re uested b: GLORIA
q y Prepared by: RM
Purpose: P-1206 D RF Nb(X).: 2583 Road Name(x): CROWN RoAD
i
SPOKANE CdUNTY DIVISION OF ENGINEERING
Spokane County, Washington
i
B'ORDER EASEMENT
IN THE MATTER OF cxowiv, xoAn RF Np, 2583
KNOW ALL MEN BY THESE PRBSENTS, that the Grantor(s) FIVE FIFTY, L. L. C. A
WASHI[dGTON LIMITED LIABILITY CONiPANY
i
(
For and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants
to the public and to Spokane Coµnty, a political subdivision of the State of Washington, a
BORDER EASEMENT to use the! following described real property situated in the County of
Spokane, and the State of Washington, to-wit:
AFFECTS ASSESSORS PARCEL NO(*.: 46354.9050
R. F. Excise 1'.Le Excmpt
. D„« 412(o ?ooz
Spu!ctiie County Treas.
EASEMENT LEGAL DESCRIPTION FOR 14.00 FOOT 80RDER EASEMENT
A 14.00 foot wide strip of land in that portion of the southeast quarter of Section 35, Township 26 North, Range 44 East, Willamette 'Meridian, Spokane County, Washingtan, the southwesteriy line of which is desaibed as follaws:
Commencing at the most Easterly comer of Lot 5, Block 15 of Summerfield East Third Addition as shown per Book 18 of Plats, page
31, said point being a 1!2° steel pm with plastlc cap marCed °Moore 18091";
Thence North 39°05'40° East, on the northwesterly line of Lot 1, Block 15 and Lot 2, Block 16, per said Summerfield East
Third Addition, a distance of 182.33 feet to the Point of Beginning of said line;
- Thence Narth 50°54'20' West, a distance of 32.12 feet to the beginning of a 427.50 foot radius curve, the center of which
bears Norfh 39°05'40" East;
Thence northwesterly on said curve, through a central angle of 7044'42", an arc distance of 57.29 feet
Thence North 43°13'38° West, a distance of 265.19 feet to the beginning of a 522.50 foot radius curve, the center of which
bears South 46°46'22° West;
Thence northwesterly on said curoe, through a central angle af 2°56'32', an arc distance of 26.83 feet to the terminus of
said southwesterly IinG.
~
. . 1
. 4719'1 15 ,
. Pa~e: 2 of 3 '
2612002 08; 34A
• SPOMNE COUNiY ENGINNERS EAS $0.04 Spokane Co, WA
The Border Easement as shown hereon is hereby granted to Spokane County and its authorized
agents, and to the Public for Road purposes, including but not limited to curbs, sidewalks,
drainage, signage and other usage deemed necessary by the Spokane County Divisian of
• Engineering for the sa£ety and welfaze of the Public. No fence or 'portion thereof will be
constructed withi.n said Easement without permission of the Spokane County Division of .
Engineering, nor will any objects be placed in said Easement that would' obstruct the sight
distance necessary for safe and effi.cient vehicular movement. Any other Easements granted or
dedicated within this Border Easement azea will be subordinate to the rights created by this
Easement and are subject to Spokane County Division*of Engineering permit process prior to
usage. ' -
The Easement and the agreements and duties provided for herein shall run with the land and shall be binding on, and shall inure to the benefit of the parties referenced herein, their heus,
successors and assigns.
The Grantor(s) or their successors in in.terest agree to and shall maintain in gaod repair the .
' sidewalks, driveways and landscaping to be installed'in such property, and when so doing shall
not be considered agents of 5pokane County. • -
Spokane County shall maintain all drainage inlets, *grates, pipes, and drywells used for the
. disposal of public Road drainage.
THIS DOCUMENT REPLACES THAT CERTAIN BORDER EASEMENT RECORDED ON THE 24TH QF
APRIL, 2002 UNDER SPOKANE COUNTY AUDITOR'S NO. 4718035 AND SHALL RENDER gHE
SAME NULL AH1D VOID. , • • •
*************,r***************************~t*,r*t**,t***,t******************,r****** '
IN WITNE5S WHEREOF, z have hereuato set My 'hand(l) end seal(g) this ~ V~day of -A n ^ ~ , . 2002
. . • . . '
. ~ . . . FIVE FIFTY, L.L.C., A inlASH2NGTON LIMITED LIABILIT7l CONIPANY -
sy: By:
KEI~INETI~ J . TUP ER •
STATE OF WASHINGTON
COUNTY 4F SPOKANE ) ss
. I certify that T laiow or have satisfactory evidence that -xENNETx J. TUPPER, As MANAGING PARTNER'OF FIVE FIFTY, L.L.C. •
• •(is/ev~ tb,e individusl(s) who appeared before me, aad said individual(s) acknowledged that ' (he/9md*ety0 signed tUis inshvtnent, and aclaiowledged it to be (his/iavdflek) free and voluntary: - .
. act, for the uses end pucposes mentioned in the instrument .
.
, . .
Dated this day of 29 02
OFFICIAL 5EAL '
RAYMO(YD T. MOOCi NOT VIPUBLIC fiOTARY PL1flLlC • jn, and fOt the StSte Of Wa9hiII on
STATE OP WASt111YC1f01`i • ~ '
MY COMI`415510Pi EXQLRf..9 iesicjing at_SpOkSIle.
• . ~ ~ ~ - Q~ .
JUPIE 21, 2005
-My appoiniment expires .
, • .
tl
` •
4719115
Pa e: 3 of 3
SPOKANE COUNiY ENGINNERS ~1S ~126r20D2 08'34A
$0,00 Spokane Co, WA
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GRph,~ ROAD
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1220 ENGINEERING, ST.'"~ 14 BORDER EASEMENT
FAX SPOKANE(509,) 328 0423 S CA L E. V'= 2 00'
(509) 328-5139
4/ I1/02
679300EA5.0W6
4118034
• - 04~24120Q2 o 10.59
COUNiY ENGINEER fAS $0.00 Snokane Co. Wb
• A.fter Recording Return To: Spo~ane County Engineer . '
Atta.: Right of Way Department '
Document Title: Border Easement .
Grantor(s): FIVE FIFTY, L. L. C. A WASHINGTOIaI I,IMITED LIABILITY COMPANY . Grantee: Govemment, County of Spokanei LegalDescription: PTN. SEi, SECi 35. TWN. 26N, RG. 44 EAST. W.M.
Additional Legal Description: See Page 12 .
Assessor'sTaxYarcelNumber. pTN. ;OF 46354.9050 -
Reference Nutuber. Lag In Date: 4-19-02 Reque'sted by: GLORIA Prepared by: RM
Pucpose: P-1206 D RF Nb%).: 2583 RoadNameW: CROWN RoAD , SPOKANE C(JUNTY DMSION OF ENGINEERING
Spokane Couaty, Washington .
B;ORDER JA,SEWNT
IN THE MATT'ER OF CROWN,ROAD ' RF NO. 2583 .
KNOW ALL MEN BY THESE PRESENTS, that the Grrantor(s) FIVE FIETY, L. L. C. A
WASHINGTONI LIMITED LIABILI`iSY COMPANY
For and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants .
to the public and to Spokane Co#nty, a political subdivision of the State- of Washington, a
BORDER EASEMENT to use the; following descnbed real property situated in the County of
Spokane, and the State of Washingt;on, to-wit: AFFECTS ASSESSORS PARCEL NOW.: 46354.9050
EASEMENT LEGAL DESCRIPTION FaR 14.00 FOOT BORDER EASEMENT A 14.00 fooi wide strip of land in tfiat portion of the southeast quarter af Secfion 35, Township 26 North, Range 44 East, Willamefte.
. Meridian, Spokane County, Washington, the southerly line of which Is deseribed as follows: - '
Commencing at the most Easteily comer of Lot 5, 81ock 15 of Summerfieid East Third Addition as shown per Book 18 of Plats, page
• 31, safd point being a 112" stesl pin with plastic cap marlted °Moote ti8091°; ,
Thence Narth 39°05'40" East, on the northwesterty line of Lot 1, Biock 15 and Lot 2, 81odc 16, per said Summerfield East
Third Additian, a distance'af 182.33 feet; Thence Narih 50°54'20" West, a distance of 32.12 feet to the beginning of a 427.50 foot radius curve, the center of which
bears North 39°05'40' East; •
- Thonce northwesterly on said curve, through a central angle of 7°40'42", ari arc distance af 57.29 feeh,
Thence Norfh 43 ° 13'38' Wes#, a distance of 265.19 feet to the beginning of a 522.50 foot radius curve, the center of whlch
bears South 46°46'22' West Thence narthwesteriy on said curve, through a central angie of 2°56'32", an arc distance of 26.83 feet;
. R. G, cioe 7ax Bxcmpl
20(/ Z- .
Sp x< Cuu ty reas. ~
_ F83
4718034
Pae: 2of4
0412412002 10:59
COUMY ENGINEEB EAS $0.00 Sookane Go. WA
Thence North 43°49'50° East, a distance of 78.14 feet' Thence North 36°08'23' West, a distance of 30.00 feet , •
Thence North 23°53'36' West, a distance of 106.63 Feet; Thence NoRh 36°34'05' West, a distance of 52.37 feet Thence North 63°18'27` West, a distance of 49.94 feet
Thence North 72°3T40' West, a.distance of 103.23 feet;
Thence South 89°55'00" West, a distance of 379.33 feet
' Thence South 70°18'02' West, a distance of 67.45 feet; .
• Thence South 19°18'd7" East, a distance of 122:51 feet to the beginning of a 372.50 foot curve, the centervf which bears
Sauth 13°55'54' East and the Paint ot Beginning of said southerly line; Thence westerly on said curve,'through a central angle of 7`26'38°, an arc distance of 48.39 feet;
Thence Sauth 68°37'28° West, a distance of 9.31 feet to the terminus of said southeriy line. The BozYler Easement as shown hereon is hereby granted to Spokaue County and its authorized
• agents, and to the Public for Road purposes, including but not limited to curbs, sidewallcs,
drainage, signage and other usage deemted necessary by the Spokane County Division of .
Engineering for the safety and welfare of the Public. No fence or portion thereof will be
constructed within said Easement without permission of the Spokane County Division of
Engineering, nor will auy objects be placed in said Easement that would obstruct the sight
distance necessary for safe and efficient vehiculaz movement. Any other Easements granted or
dedicated within this Border Easement area will be subord.inate to the rights created by this
Easement and are subject to Spokane County Division o£ Engin.eering permit process prior to usage.
The Easement and the agreements and duties provided for herein shall run with the land and shall
. be bindi.ng on, and shall inure to the benefit of the parties referenced herein, their heirs,
successors and assigns. '
The Grantor(s) or their successors in interest agree to and shall maintain in good repair the
sidewalks, driveways and landscaping to be installed in such property, and when so doing shall
not be considered agents of Spokane County.
Spokane County shall maintain all drainage inlets, grates, pipes, and drywells used for the
disposal of public Road drainage.
~
, -
. J
4718034
Fae: 4of4
0412412002 14;55A
COUNTY ENGINEER fAS $0,00 Spokane Co, WA
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TEJIPORARY NATLICAL
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14' BORDER EASEMENT.
~ SCALE: 1 250'
WYATT ENGINEERING, INC
• 1220 N. HOWARD ST.
' SPOKANE. WA 99201
FAX (509) 328-0423
(509) 328-5139
4/1V02
679300EA5.DWG
a
. 1
. 4718034
04~2412Q02 o10,55A
COUNIY ENGINEER EAS 50.~ Sookane Co. WA
IN WZZWESS WHEREj, I have hereunto set• MY -hand(~ and seal(g) ttus •
day of n 2002
. . . . .
BY: ~N~~\ ~ By:
KENNET~ J . TUP~R
_ STATE OF WASHINGTON ) COUNTY OF SPOKA.NE ) ss _ T certify tliat I kuow or have satisfactory evidence that KENNETH J. TUPPER •(is/awe) the individual(x) who appeared before. me, and said individual(s) acknowledged that `{he/shW*acy~) signed this inshvment~ aad acknowledged it to be (laisfiMfte&) free and voluntary .
act, for the uses aad purposes mentioned inthe instrument
Datedtlus dayof 2Q 02
' • - .
. OPFICIAL SEAL
MvMono T. Moort NOT,Akt PUBLIC • TiOTARY PUBL[C
srnTe oF wnsttincIron ' In and for the State of Washi.ngton,
trnr coMMIssion Expixies
JunE 21, 2005 resid'ing at Spokane. My appointment expires (i y-~'j aJ
` .
Easement Transmittal "
~
Date• April 18, 2002 Development Services Department
' Division of Engineenng and Roads
To: Phone No: (509) 477-3600
Fax (509) 477-7655
From:
Land Use File No: PE -1206 Q Applicant Name: V(ev` TU ppiGr
ProJect Name: 5ttw~4Wk EASk k+h Rdd Applicant Address: 3 22. UhiVe CSi ~y
s: 35 T- 2(PN R: 44t' SDackata w q
ParcelNumber• hIb354.9C5oPhoneNumber: 60q-1$I"'~f'3SS
Road Name: ~V. ~ Phone Number: I / -7
d, 02 3 0K,a K-f ~ uJ e~' h., 3 2 Fl - S/ 3 9
The following information and/or documents are needed before Spokane ~ounty canlegin
preparing this easement for your project. Please submit all of the items below to the Plan
Review Engineer noted above. The Right-of-Way Department will prepare the easement
documents for signature; you will be notified when they are complete. If you choose to sign the
documents in our office, there are notaries available for your use. If you choose to have the
documents mailed to you, all signatures must be notarized prior to recording. The Right-of-Way
Department will record the easement after the signatures are complete.
PLAT CERTIFICATE, Deed, Deed of Trust, or Conveying Instrument (recorded copy)
LIST OF SIGNATORY NAMES
~ LEGAL DESCRIPTION of easement area
~C EXHIBIT of easement area
LEGAL DESCRIPTION of parcel(s) or Record of Survey
X Please call when ready. Please mail when ready.
Additional Comments: LiST OF SiG4kT01Ryl'1KfAE.S
KF- 0 1~ ET. H TuPPE~ CI9 r? , l 9 9/
M kN PKG-I ~JG- ~PrfZTIJ'E R ~
P11l2. FiFTy_, LL.C-
cc: Project File
S ~6ane e~ ,
4gg;o
11707 E Sprague Ave 5uite 906 ♦ SpQicane Valiey WA 99206
504.921.1000 ♦ Faac; 509.921.1008 1► cityhall@spakanevaLleY-arg
:_a. a
March 7, 2006
.
MAR 0
7
Mr. Ken Tupper ~
KJT Tnvestrnents, LLC
122 Narth R aymond Roaei ~
Spakaue, Washingtnn 99206
RE: Natice of Decision for Egtensaan of Time far Preliminary PIat Appraval for Surnmerfeld
East Freliminary Plat {PE-1206-78}
Dear N1r. Tupper:
The City of SFokane Valley Planning Ilivisian received yaur request far an extensian of time on
January 19, 2006 far an adciitional one-year time eactensian in arder to complete 5ummerfield Fast
7tb Additian Final Plat (Gity of Spokane Valley Reference NQ. FE-12(16-78}. The site is identified
by Parcel Nos. 45352.9052, 46352.9066, 46352.9014, 46351.9049, 46351.9005, 453539125 and
46354.9127; located southeast of Forker Road, soufih and west of Progress Road, approximately
1300 feet north of Wellesley AVenue, in Section 35, Township 26 North, FLange 44 Eas# Willanaette
Meridiar►, Spakane Caunty, Washington.
Preliminary pTat approval for PE 1246-78 (Sunmerfield East} vvas originally granted on January 30,
1979. This current request represents the fourteenth extension request for the previausiy approved
preliminary plat. Tn your curcent request, yvu specify that additiunal time is needed in order to
accammadate iwo studies that are bexng dane by FEMA and Spokane Craunty, respectively for a
possible revisivn o£ the Fload ]nsurazlce Rate Maps arrd a road study. Intended completivn and
recording of Summerfield East 7~' AdditiQn is pending the completion o£ khese studies. The sixf.h
phase (Sununerfield East &th Addition) was recarded on MaErch 11, 2005 and there is an additianal
ninety (68) lots ta be fvnalized including the 7h Additian. ,
T'he Cxty a£ Spokane Valley has completed asubsfi,antive review of yaur praposal pursuant tv the
apppicable regulatians of Chapter 12.140.118 (Extensions of Time) of the City of Spokane Valley
Interim Subdivision Qrdinazir.e, arad has also rvuted the request to appropriate intemal and external
review badaes. Pursuant tv the submifted information, it is determined that the applicarit meets the -
criteria far allovvvance of an B7teIIS1011 of tLI`I`ie aCCAIdIng tC1 12.140.11$(2)(b). You are hereby
notif ed that yvut' request for an extension of time is APPRUVEI) subject to the £allvwing
candikivns of appmval:
1. 7`his letter grants a rnaximum one (1) year tirne extension from the date of this letter. The
preliminary plat approval far PE-1205=78 (Summerfield East FreLiminar5+ Plat) shall
' therefare expire on March 7, 2006.
~
2. Fvr additional extensians of time an agpPication form and supportirmg dafa for time extensian
must be submitted at least t.hirty (30) calendar days priar to the expiratian of the preliminary
plat approval extension request.
Please be advised that all canditions of appmval from the arigina1 pretiminary plat appraval arid aIl
previously authorized time extensivns are still applicable.
Pursuant to Sectivn 12.100.126 (Appeals) of the City's advpted "Subdivision Ordinarsce, a written
appeal of this hivtice of Decisian shalT be fileti with the City of Spokane Valley Conununity
Development Department wiffiin fourteen (14) calendar days after the date the natiry.e of the decision
is mailed. The appeal deadttine is at 5:00 pm on NTarch 21, 2006.
Pursuant to 5ection 7 0f Ordinance No. 57, t.he HeariFZgs Examiner sha1l canduct a puhlic hearing an
appeals o£ admitustrative decisivns made by the Current k'lanning Divisian. Pursuant to Sectivn 1 l
of Ordinarrce 03-481, the Hearings Examiner's decision og the agpe.a1 sha.ll be final and canclusive
and skall have the eff'ect of a firaal decision of the City CounciZ.
P'lease cantaGt me at (509) 6$8-0046 or hstinson@spokanevalley.org if you have any questions ar
need additional information.
Sincerely,
F
~
0~c~
HEA7'HEA STINSON
Platuung Technician
CC: City of Spokane Va1ley Public Warks I3epartnaent - rA.lysa Wiyrick
City of 5pokane Valley Building Department - Mike Turbak
Spokane Caunty Divisivn of Utilities; Iuf'ormation Senrices - Jim Red
Spokane Couaty Air Polleztion Control Autharity - Roza Edgar
Spokane County Fire District Na. 1
Spokane Regional Heatth District Don Cvpley
Trentwood Irrigativn District
East Valley 5choop District
Encl; 1e Exkensivn of Time far Preliminary ApproVal letter dated Tanualy 19, 20(]5
~ Y
~
Pi, --tT NAME NO.
srATTSrics DATE J
Plat Check Fee
N•,unber of Lots
~ Road Miles (New) I V N) \ t C~ I o 3L4
~ TaW Area L
I M" ,
~ North Arrow I I ~ (
Scale I ~ ~ I
Legend
Procedures & Equipment
Basis of Bearings
Plat Locauon-By Title I v~ I~ I
Official Signature Blocks
~Surveyors Certificate
- Road Names
Road Widths I I~~
Adjacent Area I In~
I Lot & Block Numbers I I~ I
R/W Dedication
designated
1 Foot Strips I 5 ~ l I~~ I
3 P.PS on GLO Corners
Tract X I I~~ I
L.ot Areas I I
Bench Mark
Closure I I ~ ~
DEDICATION j'
Description (To Map) L- ~
Description (1'o Cert) 7 ~
Owners ~2.%
,
Certificate to Plat
1 Foot Strips In
RID - CPR Statement
Access Prohibited I I N~~
R/W Dedication I I ~
Drainage Language I I
Drainage Covenant !i
Flood Insurance
I c~ec ~ _ I r V
208 Londs -$1,000.00 ea I 208 PLANS APPROVED
Private Road Doc. 1t's I I n~~
Private Road Warning I IA/ A-
Road Plans
I Road Bond Improvement I i\egV)
Road Bond Inspection
Signed By Engineer
r ,
i 9
cA
~ u~r. ~P.Cz V1 AA ~
~ 1 U 1~nP p.l ~ n F~I t.l~,l
1 ~
k\d\flplatl~st.ck4l00 J~~e~ &)CNJ
~C {C_ tC~'
- - 4737969
Page ~ 5of5
ttu~ ctctv O6I12,1002 09:39
rdc 419 M c,,,,lr~~e r.,, we
IN WITNESS WHEREOF, the undersigned have set their hands and seals this
day of .2002.
FIVE FIFTY, LLC
By:
KENNETH J. TUPPER, anag ~ ~
~
STATE OF WASHiNGTON )
) ss.
County of Spokane ) -
On this day persanatly appeared before me KENNETH J. TUPPER, to me known
to be the Manager of FIVE FIFTY, LLC and who executed the within and foregoing
instn.iment, and acknowledged the said instrument to be the free and voluntary act and
deed of said Limited Liability Company, for the uses and purposes therein mentioned,
and on oath stated that he/she was authorized to execute #he same instrument.
GIVEN under my hand and official seal this day of _,jaj,6.~ , 2002.
• .
_ ~ ~ f •
. ,
•t ~
l - - ; d a► ~ -rc
/ : x •l,.t ii I
Notary Public in And For The State ="7 L7
Of Washington, Residing At My Commission Expires: __).2:21~ • ' '
Print Name Here: ~AA1
Easement
Page 5 of 5
4737969
Pa e: 4 of 5
' d6~12;2402 09:36A
FIVf FIFTY EAS $12.00 Sookane f.c. WA
Thence westerty on said curve, through a central angle of 7026'38",
an arc distance of 48.39 feet;
Thence South 68°37'28n West, a distance of 9.31 feet;
Thence South 21022'32" East, a distance of 45.00 feet to the Point
of Beginning of said eastedy (ine;
Thence North 21°22'32° West, a distance of 54 feet, more or less,
to an existing 20.00 foof wide waterline easement as shown per
Auditor's File Number 171591C and the terminus of said east line.
Grantor shall not install any permanent structures on or above said easements,
main, appurtenances, or service lines. Should Grantor install structures or other
improvements on said easement so as to restrict acxess to the water main or
appurtenances, and it is necessary to remove said structures for access to said water
line for repairs, maintenance or other reasons, Grantor shall be responsible far a!I costs
of removal and replacement of said improvements.
The rights, title, privilege and autharity hereby granted shall continue and be in
force until such time as Grantee, its successors or assigns shall rernove all said water
systems from said lands or shall perrnanently abandon said water systems, at which
time such rights, title, privilege and authority shall terminate.
The undersigned warrants that it is the sole owner of the above described
property and that the property is free, cfear and unencumbered as to the granting of this
easement.
Easement
Page 4 of 5
. 4737969
Pa~e: 3 of 5
- Ofi:1212002 09:39
Easement 2 FfVf F1FiY FAS 417 i1(1 Sankane Cn Yld
A 20.00 foot wide strip of land in that portion of the southeast quarter of
Section 35, Township 26 North, Range 44 East, W.M., the easterty line of
which is described as follows:
Corrimencing at the most easterly comer of Lot 5, Block 15 of
Summeffield East Third Addition as shown per Book 18 of Plats,
page 31, said point being a 1!2° steel pin with plastic cap marked
"Moore 18091
Thence North 39°05'40" East, on the northwesterly line of Lot 1,
Block 15 and Lot 2, Block 16, per said Summeffield East Third
Addition, a distance of 182.33 feet;
Thence North 50054'20" West, a distance of 32.12 feet to the
beginning of a 427.50 fooi radius curve, the center of which bears
North 39°05'40° East;
Thence northwesterfy on said cunre, through a central angle of
7040'42", an arc distance of 57.29 feet; Thence North 43013'38" West, a distance of 265.19 feet to the
beginning of a 522.50 foot radius curve, the center of which bears
South 46046'22" West;
Thence northwesterty on said curve, through a centrai angle of
2056'32", an arc distance of 26.83 feet;
Thence North 43049'50" East, a distance of 78.14 feet;
Thence North 36006'23" West, a distance of 30.00 feet;
Thence North 23°59'36° West, a distance of 106.63 feet;
Thence North 36°34'05° West, a distance of 52.37 feet;
Thence North 63018'27" West, a distance of 49.94 feet;
Thence North 72°37'40° West, a distance of 103.23 feet;
- Thence South 89055'00" West, a distance of 379.33 feet;
Thence South 70018'02" West, a distance of 67.45 feet;
Thence South 19°18'07° East, a distance of 122.51 feet to the
beginning of a 372.50 foot curve, the center of which bears South
'13°55'54° East;
Easement
Page 3 of 5
• 4737969
' 46~i212002 o09 36A
. FIUE FIFiY FAS St?.00 Snukane Cn. 1NA
' and ail appurtenances necessary for the installation, operating, maintaining, removing,
repairing and replacing said water system, together with a non-exclusive right of ingress ~
to and egress from said property. The easements are described as follaws:
Easement 1
A 20.00 foot wide strip of land in that portidn of the southeast quarter of
Section 35, Township 26 North, Range 44 East, W.M., the narthwesterly
line of which is described as follows:
Commencing at the most easterly corner of Lot 5, Block 15 of
Summerfield East Third Addition as shown per Book 18 of Plats,
page 31, said point being a 1/2" steef pin with plastic cap marked
"Moore 18091 .
Thence North 39°05'40" East, on the nortfiwester{y line of Lot 1,
Block 15 and Lot 2, Block 16, pec said Summecfield East Third
Addition, a distance of 182.33 feet;
Thence North 50°54'20° West, a distance of 32.12 feet to the
beginning of a 427.50 foot radius curve, the center of which bears
North 39°05'40" East;
Thence northwesterfy on said curve, through a central angle of
7°40'42°, an arc distance of 57.29 feet;
Thence North 43°13'38° West, a distance of 265.19 feet to the
beginning of a 522.50 foot radius cunre, the center of which bears
South 46°46'22° West;
Thence northwesterly on said curve, through a central angle of
2056'32", an arc distance of 26.83 feet to the Point of Beginning of .
said northwesterly line;
Thence North 43°49'50° East, a distance of 171 feet, more or less,
to an existing 20.00 foot wide watertine easement as shown per
Auditor's File Number 171591C and the terminus of said line.
The sidelines of said strip to shorten and lengthen so as to terminate
within the said existing 20.00 foot wide watecline easement.
Easement
Page 2 of 5
4737969
. Pa e: 1 of 5
06~12'2042 091W
EiYE fIFiY EAS 412A Snnkane Co. YU
JOSEPH G. CARROLL, P.S.
12929 EAST SPRAGUE AVENUE
SPOKANE, WA 99216
Reference Number:
Grantor: FIVE FIFTY, LLC, a Washington Limited Liability Company
Grantee: TRENTWOOD IRRIGATION DISTRICT NO. 3, a municipal corporation
Abbreviated Legal Description: PTNS SE1/4 35-26-44 Additional on pp. 1 8 2
Assessor's Tax Parcel 1D#: 46354.9022, 46351.9005, 46351.9049, 46352.9052,
46352.9066, 46353.9074, 46354.9050
EASEMENT
Know all rnen by these presents, that the undersigned, FIVE F1FTY, LLC, a
Washington Limited Liability Company, ("Grantor" herein) for mutual benefit and no
, monefary consideration, hereby grants to TRENTWOOD IRRIGATION DISTRICT NO.
3, a municipal corporation ("Grantee" herein) and to its successors or assigns, the non-
exclusive right, privifege and authority to install, reinstall, construct, erect, alter, repair,
operate and maintain water distribution facilities consisting of vau(ts, manholes, main
lines, distribution lines, pipes, valves, sleeves, meters and meter boxes, cables, wires,
fire hydrants, and other necessary or convenient appurtenances for the purpose of
installing a water main line and individual lines or lateral lines, and in connection with all
the fioregoing to cut, trim or chemically treat trees, bushes and shrubs and remove any
Easement R, Tax Exesnpt
Page 1 of 5 IA4A-k- / Z. 2U 0Z,
Cb A TV
. ,
' 47191'k;<t'
; 4 of 4
p~~2612002 08:YA
50,00 S~okane Co, W~
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.20' TEMPORARY NATUAL
DRAINAGE EASEMENT
WYATf ENGlNEERING. INC SCALE. I"= 250 '
1220 N. HOWARD ST. • '
SPOKANE, WA 99201
FAX (509) 328-0423 • -
(509) 328-5139 • ~
~ 4/IV02
~ 67'l.300EA5.0WG
4719116
Pa r: 3 of 4
SPOKANE WUNfY EHGINNERS EAS ~~~s~~
S0.00 Svokanc Co, WA
This Easement shall remain m fWl~effect until such time as the subject property is platted or
developed and a reptacemert easement and drainage facilities have been approved by the County
. Engineer, whereupon this temporary easement is ternunated and of no further effect whatsoever.
t*t**kf!!*f*pk#**R#*T*Fwitt*i#*f*~R4**tRlf!**!f#tf*ttftff7rRiffFk~ft}***#y*#*1f*
THZS DOC~T REPLACES THAT CERTAIN DRAINAGE FASEMENT RECORDED ON THE 24TH OF
APRIL 200 UNDER SPOKANE CODNTY AUDZTOR'S NO. 4718033 AND SHALL RENDER SAME
NULL AND VOID_
~ **tk****# #**v!!f*l~t*itlft*!}~*1Rttkt*t!*1►Ytiii*f#}RR*1*1lttlR*►***~1f1f****t!t*1!t
IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this
25TH ~day O[ APRIL , 2002 .
FIVE FIETY, L.L.C., A WASHZNGTON LIMITED LIABILITY COMPANY
$y: ~ Q~C'Zv
~
KENNETH J. TUPPER, MI~ NAG~ 4NER
~
STATE OF WASHINGTON)
COUNTY OF SPOKANE ) ss
I certify that I lmow or have sabsfactory evidence that xECVxETH J. TIIPPER
(is/xt" che individual(s) who appeared before me, and said individual(a) aclrnowledged that
(helshmdtknjc) signed t}►is instrument, on oath stated that (he/ltiltlkkuM (was/were) authorized to
ezecute the instrument and acknowledged it as the 14ANAGING PARTNER
Of FIVE FIFTY, L.L.C., A WASHINGTON LIMITED LIAHILZTY COMPANY
to be the free and votuntary act of such party for the uses and pnrposes mentioned in the
instnmc.nt.
'
Dated this 25TA day of APRIL . , 2002
Of7'lC1AL SPJU,
. R+rMono T. Moort NOTA]kY PUBLIC noTwRY rvaut
srnTt or wnsHmcfron In and for the State of Washington,
Nnr conhission exptrsts
.nr+z 21. zoos residing at Spokane.
My appointment expires 21 soNE, 2005 ,
~ • 4719116 I '
+ I,il I Page: 2 of 4`'• '
, SPOKINE CDUNiT ENCINtJEAS EAS ~126~1001 08:~4R
$0.00 Spokane Co, AA
Thence North 43°13`38' West, a distence of 265.19 feet tn the beginnirig of1.548.50 foot radfus curve,
• _ , • the centerofwhich bears South 46°46'22' Wesk . • .
' --T}sence riarttrrwesteri}r on said curve, through a central~angle;of 0°50'42', an aro distarlce of 8.06 teet ~
ihence NoRh 43°49'50' East, a disfance oi 50.95 feet
Thence North 36°06'23' West, a dlstance o! 50.31 feet;
Thence North 23°59'36' West a d'rshance of 106.63 feet
Thence Norfh 36°34'05' 1Nest, adistance of 52.37 feet ' .
Thence Norfh 63418'27' West, a d"stance at49.94 "t
Thence Narth 72°3T40' West, a d'stance of 103.23 feeG
Thence South 89°5500' West, a dlstance of 379.33 feet
Thence SouUi 70°18'02' West, a dtstance at 67.45 feet to the terminus ot said 20.00 foot wide strip; -
. The siderLnes of said strip to shorten or lengthen so as to resuft in a wntlnuaus 20.00 foot rride strip. '
Ttvs Easement granted to Spokane Counry and its suthorizcd agcnts is for the purgoses of
' interccpting and comrying ffie naAiral drainage and poiential flood nmoff from the uphill •
• properties and Sood zone; across and over the lands descnbed ebove, and for the tennpoiary.• •
storage and subaurface disposal of said natural drainage and flood runA over and uader the .
landa descn'bed above, respeotively. .
Spokane County and its suthorized ageats are herehy granted the cight of ingress anci egress to,
over and from this Easement for the purpose of inspection and emergency msintenance of
interceptor berms & ditches, stoiage ponds, sad drywells, if not praperly maimained by the
Grantor(s), or their successors in interest. Spokane Coumy does not accept the responsfbility to
inspact or maintsin this Easement.or said draiaage facalities whatsocwer, nor does Spokaae . .
County accept any liability for any failure by the Graatot(s), or their successors in interesst, to,
properiy maintain such areas. .
The Grantoi(s), or ffieir successors in,imerest, shall ba held responsibte foc accepting the netucal
drainage and 8ood runoff from the uphill properties, and keeping opeu and maintaiiung the
surface path over and across this Easement property. • '
The GrantQT(s), or their successors in inierest, s}►all maintein all interceptor berms & diiches and , storage ponds on this Easemeat property, with a permaaent gr+ound cover as specified on the
' aureat approved plans on 51c at the office of the Spolane County Division of Ec►gineering. The
' Graator(s), or their succe.ssors in interest, msy inscall approved shrubbery and/or firees which do .
• not obsttuct the flow and percolation of stormwata in the said facalities, as indicatod by the
aunent appmved ptans. -
The Grantor(s), or their succes.gnrs in interest, or thar representatives shall infarm each
succeeding purchaser of this Easemeat and of their responsibility for maintaining surface drainage
. paths and drainage facilities within this F.aseme,nt _
' Spokane Cowity does not accept the responsibility of maintaining the drninage course within this
, F.esement or floodplain areas on the property, nor the responsibility for airy damage whatsoevei,
including, but not lunited to, inverse condemnation to an}r propecties due to deficient consWction
and or maiatenanca of drainage cowses within thia Easement.
If the Granior(s), or their auccessora in urterest, fails w mainiaia the surface path of natural nuiaff
' or flood flows, a notice of such {silure may be given to the Gisirtor(s), or their successors in _
' . imemst. If not corncted within the period iadicated on said notice, Spokane County bas the right • •
ca correct the maintenance failure, or have it correaed, at the tacpense of the Grar►tor(s), or their
successors in interest.
' 4719116
' . Pa~e: 1 af 4
+ 64•26J20Q2 08:34A
_ • SPOKANE fAUNi9 ENGIHNERS EAS SU•00 Spokane Co, M
After Recording Return To: Spokane County Engiaeer
Arin.: Right of Way Department
- ' R E. E,sciu TI u Exe:npt
I):uc 11 ~v Z00~
' SpolcaneCc~untyTrTas. ~ .
- - 9~~~~-'►J
DoCUneat Trtle: NoiIce to the Public Na 4 •
Grantos(s): FZVE FIFTY, L.L.C., A WASHINGTOM LIMITED LIABILITY CAMPANY
Grentx(s): Govemment, Coonty of Spoknno L.egalDescription: PTN. SE}, SEC. 35, TWN. 26N,, RG. 49 EAST, W.M.
Additlonal I.egal Descriptioo: ON PAGES 1& 2 '
- AasessofsTaXPercelNuRlbet(Y): PTN. OF 46354.9050
Refeieocc Number:- .
Log ln Date: 4-19-02 ~~aged by. GLORIA prepa-d by; gM
RupOSn: P-1206 D RF NoM.: 2583 Roed Nameft CROWN ROAD •
SPOKANE COUNTY DMSION OF ENGIIqEIItII1G
• Spokane Couqty, Wavhington
TEMPORARY NATURAL DRAINAGE
AND FLOOD RiJNOFF EASEMENT
IN TEE MATTLR OF cxowN RonD ~RFrjQ. 2583 ' RNOW ALL NEN BY THESE PRESENTS, thet the Grantor(s), FIVE EIFTY L. L. c. ,
A WASHZNGTON LIMITED LIABILZTY COMPANY,
of the Connty of Spokane, State of Washingtoq for aad in cflnsideration of Mutual Benafits, the
. recdpt of wfric6 is hereby acknowledged, grant(sy to Spokane County, a pofitical subdivision of '
' the Staie of Washingtoq a Temporary Natural Drainage and Flood Runoff Fasement, (hereinafter •
reSerred to as "this Easement') over, under, upon end accoss the following descn-bed real property
eituated in the Caunty of Spokane, State of Weshington: ,
AFFECTS ASSESSORS PARCEL NQM: 46354.9050
LEGAL DESCNPTION FOf2 20_00 FOOT TEMppR,qRY NATURAL DRAINAGE EASEMENT
. A continnous 20.00 foot wide strip of tand in that pordon af the southeast quar0er of Section 35, Township 26
North, Range 44 East, Willamette Meridian, Spokane Caunty, Washington, ihe southerty and wesberiy edge of
'which is described as to0ows: ' • '
Commencing at the most Easteriy comer of Lot 5, Bloclc 15 of Summefield East Third Addition as shomr per
Book 18 of Pfats, page 31, safd paint being'a 4/2' steel pin with plastic cap marked 'Moore 180911;
Thertce North 39°0540' East on the norfhwestedy EaTe of ipt 1, Blodc 15 and Lot 2, Block 16, per said
Summerfie{d East Third Addition, a dstance of 206.33 feet fio the Point of Begfnning af sald southerty and
westerfy Iine; • ' . _
Thence North 50°5420' West, a distance af 3212 feet to the beginning of a 403.50 foot radius wrve, the
center of which bears Norih 39"0540' Fast " .
Thence rc7hwesterry on said curve, througha central angle of 7°40'42', an am dislan'ce of 54.07 feet;
. ~ ' 4719115
~ Page: 3 of 3
, SPOl~ANE CaJHiY EHGINNERS '~S ~4126!t002 08;34p
S0.00 Spc4ane Co, &1
i
1 6 5
6~•30:•
. v 2 ~ T J,
3 10 9 ~
$ 7 wi~
6 ~Ens~T
~ z
~ o 12 4
41
AvE. ~ 13 10 L°% -1 ~b
~
14 xx . ~ 6 1 ap~ ~pLyN`
ti Oh,y'~> ROAD
. ; P.o;s - ~
1 ~ ~ - ' - - - -
i
L__ r----
ATT 1220 NENliOWARD ST.'"C 14' BORDER EASEMENT
-
FAX (509~) 328 0423 ~ S CA L E. I"= 200'
(509) 328-5139 "
4/IU02
679300EA5DWG
' ~ ~
- . ` 4719111-
. Pap: 2 af 3
. - - = W2612002 19:34p
• SPO1Gf(E COIRIIY EICIHHEFS EAS $0.00 Spokane Co, 6t ,
' The Border Easement as showu hereon is hereby ganted to Spvkane County and its authorized agents, and to the Public for Road pviposes, including but not Uimited to cuzbs, sidewallcs,
drainage, signage and other usage deemed necessary by the Spokane County Division of
• Engsneering for the safety and welfare of the Public. No fence or portion thereof will be
constructed within said P.asement without pemiiss'son of the Spokane County D'msion of
Engineering, nor wiU any objecks be placed in said Easement that would obshvct the sight
distance neCessary for safe and efficient vehjcular movemenG Any other Easements granted or
dedicated within this Bordea Easement area will be subordinate to the rights created by this
Easement and ate subject to Spokane County Division of Engineexiug permit process prior to
usage. '
Tlie Easement arid the agreements and duties provided for 6erein shall run with the land and shall
be binding on, and shall inure to the benefit of the parties referenced hecein, thefr heirs, .
successots and assigns.
The Grantor(s) or their successozs in interest agree to and shall maintain in good repair the
sidewalks, driveways and landscaping to be installed 'm such pmperty, and when so doing shall
not be wnsidered agents of Spokane County.. . •
Spokane County shall maintain all drainage inlets, grates, pipea, and drywells used for the
disposal of public Road diainage.
wfnw#ww.tlwf„it►f1RttltwffftfiffirfA~FlwRwR*#it*'~ttf4R1~R1~'Rl~~tllttlr#+~ft*1tAflrffe*!f!****
THIS DOCUMENT REPLACES THAT CERTAIN BORDEI2 EASEMENT RECORDED ON THE 29T}i OF
APRIL, 2002 DNDER SPOKANE COT7NTY AUDITOR'S NO. 4718035 AND SAALL RENDER THE
SAME NULL AA1D VOZD. •
•wttitf.,t3~,tr**~*ir,tw>,t~:~iit+*xx,trwwi»+.+.:tfr:a~aatx:*k+,ti.xax*~.,tt~*t~rxxx*s*,tr*r,~*,~ '
IN WnliE$S VtME01F, i have heteimto set HY --hHIId(h) HIId SGBl(]S) t1l.4 '
Yfdayof 2002 . . , . .
. ~ .
. FZVE FIETY, L.L.C., A.WASHINGTDN LZHITED LIABILITY COMPANY
Bp:
RENNETEX J. TUP E
~
. STATE OP WASEIINGTON
COUNTY OF SPOKA7~.' ) ss .
T cectify that I know or have sutisfaciory evideace thet KENNETA J. TUPPER, as MANA6ING PARTNER'OF FIVE FIFTY, L.L.C. • '
.(is/aote~ the individual(a) who appeared befora mc, end said individual(s) acknowledped that . .
`(he/lb*Ueep~ signed this inshutnent, sad acknowledged it to be (hisAwdft*) free and voluntnry. • .
act frn the vses and ptuposes menaoned 'm ths inshument.
DatedihisVdayof ip oz . . .
. . ' •
OPYIGlAL SF.At. Rnmono T. Moort NOTA UBLIC •
norwRY evauc in and for the 5tafe of Washington,
srn-r's oP wAsnincrron
rcr co~tnszi~zoos ~ msid'ingstSpokaae.
, .MY appointment expires ~ ~ - O•f`. .
4719715
Pagei taf3
° SFOK0.HE M1NTY ENCINNEflS fAS 50.00 Spokane C~o, FA 08:34A
. ~ _ .
i
• After Recording Return To: Spo~ane County Engineer
Attn.: Right of Way Department 1
~
Doannent Tifle: Border Easement ~ •
Grantor(s): FIVE FIFI'Y, L.L.C. A HASHINGTON LZMITED LIABILITSC COMPANY
Grantee: Govemme¢t, County of Spokane,
I.egalDescriptioa PTN. SEI. SECa 35. TWN. 26N. RG. 44 EAST_ W_M_
Additional Legal Description: See Page 1:
AssessofsTazParcelNumber: PTN. !OF 46354.9050
Refeeence Number.
Log In Dafe: 4-19-02 Reqnw~tcd by. GZARIA prepaTed by: R!S
Pttrpose: P-1206 D RF NOM.: 2583 Road Name(]t): CROWN. ROAD
~ .
SPOKANE C¢UNTY llIVISION OF ENGINEF.'RING
S~okane County, Washington _
~
BIORDER EASEMENT
IN TBE MATTER OF cxowx, xoAw RFNp. 2583
KNOW ALL MF.N BY TEESE PRBSENTS, tllaL L118 Gf8II10I(S) FIVE FZFTY, L. L.C. A
WASHZNGTOCI LIMITED LZABILI'I'Y CONPANY
!
For and in consideration of Mutual Benefits, the receipt of which is hereby aclmowledged, grants
to the public and to Spokane County, a political subdivision of the State of Washington, a
$ORDER EASEMENT to use the! following descnbed real property situated in the County of
Spokane, and the State of Washington, to-wit:
AFFECTS ASSESSORS PARCEL NO($d.: 45354_ 9oso
' R e. Exci►e T:uc Excrnv'
Dnce 'tA6 2UOZ
- Spukanc Ccmnry Trcas.
' EASEMENT LEGAL DESCRIPTION FOR 14.00 f00T BORDER EASEMENT Bv
A 14.00 ioot wkde strip of land in Ihat portion ot the soulheasi quatffir of Section 35, Township 26 NoAh, Range 44 Fast WillameHe ,
Mericfian, Spokane Caunty, Washingtor►, the southvRStaty line of wliidi is desQibed as fodows:
Commenang at the most Easterly comer of Lot 5, 8lodk 15 of Summer6eld East Third Adchton as shom per Boak 18 of Ptats, page
31, said poini bemg a 1/2' steei pin with plastic cap marked `Moore 18091':
Thence korth 39°0540' East, on ttre northwes6edy Ilne of Lot 1, Blodc 15 arM Lof 2, Blarlc 16, per said Summerfield East
71»rd Additkn, adstance of 182.33 teet to the Point of Beynniq of said line;
Thence Nodh 50°S170' Wcst, a (EsFartce of 3212 feetto @te begimdng af a 427.50 foot radus cvrve, the center of which
bears Notth 39°OS40' East
Thertce nnrthvresterty on said arve. Buough a certtral arigle of 7°4042. an arc dstance at 57 29 feet;
Thenrz NoAfi 43° 13'38' Wesl, a distance of 265.19 feet to Me begauwg of a 52250 foot radus awe, the certter of whlch
6ears Sauth 46°4622' West
Thenca northwestedy on said curve, through a caitral angte of 2°5E32', an ars dlstatxe of 26 83 feet tn fhe temumus of
safd southwesterly 6rw
• _ ' , . 4740419
' 719/2002 o1f5
06 56A
CARRDIL EAS $23.00 Spokane Co, WA
Thence North 50°54'20" West, a distance af 32.12 feet to the beginning of a 427.50 foot
radius curve, the center of which bears North 39°05'40" East;
Thence northwesterly on said curve, through a central angle of 7°40'42", an arc
distance of 57.29 feet;
Thence North 43°13`3$" West, a distance of 265.19 feet to the beginning of a 522.50
foot radius cunre, the center of which bears South 46°46'22" West;
Thence northwesterfy on said curve, through a central angle of 2°56'32", an arc
distance of 26.83 feet;
Thence North 43°49'50rr East, a distance of 78.14 -iceet;
Thence North 36°06'23" West, a distance of 30.00 feet;
Thence North 23°59'36" West, a distance of 106.63 feet;
Thence North 36°34'05" 1Nest, a distance of 52.37 feet;
Thence North 63°18'27" West, a distance of 49.94 feet;
Thence North 72°37'40" West, a distance of 10323 feet;
Thence South 89°55'00" West, a distance of 379.33 feet;
Thence South 70°18'02" West, a distance of 67.45 feet;
Thence South 19°18'07" East, a distance of 122.51 feet to the beginning of a 372.50
foot curve, the center of which bears South 13°55'S4" East, and the Point of Beginning
of said southerly line;
Thence westerly on said curve, through a central angle of 7°26'38", an arc distance of
48.39 feet;
Thence South 68°37'28" West, a distance of 9.31 feet to the terminus of said southerly
line.
All located in the South Half (S'/z) of Section 35, Township 26 North, Range 44 East, W. M.,
Spakane County, State of Washington. -
Avista Corporation Document No. Page 5 of 5
4740419
Pa e: 4 of 5
' 06~19J2002 11:56A
' CARROLL EAS $23.00 Spokane Co, WA
EXHIBIT "A" SUMMERFIELD EAST FOURTH ADDITION
Easement stripe each being Ten (10) feet wide and located on certain property
described as follows:
PARCEL 1:
A 10_00 foot wide strip of land in that portion of the southeast quarter of Section 35,
Township 26 North, Range 44 East, Wil(amette Meridian, Spokane County, Washington,
the southwesterly edge of which lies 14.00 feet northeasterly, as measured
perpendicular and radial, from the foflowing described line: '
Commencing at the most Easterly comer of Lot 5, Block 15 of Summerfield East Third
Addition as shown per Book 18 of P(ats, page 31, said point being a 1/2" steel pin with
plastic cap marked °Moore 18091'; _
Thence North 39°05'40" East, on the northwesterly 6ine of Lot 1, Block 15 and Lot 2,
Block 16, per said Sumrnerfield East Third Addition, a distance af 182.33 feet to the
Point of Beginning of said line;
Thence North 50°54'20" West, a distance of 32.12 feet to the beginning of a 427.50 foot
radius curve, the center of which bears North 39°05'40" East;
Thence northwesterly on said curve, through a central angie of 7040'42", an arc
distance of 57.29 feet;
Thence North 43 ° 13'38" West, a distance of 265.19 feet to the beginning of a 522.50
foot radius curve, the center of which bears South 46°46'22" West;
Thence northwesterly on said curve, through a central angle of 2°56'32", an arc
distance of 26.83 feet to the teRninus of said line.
PARCEL TWO:
A 10.00 foot wide strip of land in that portion of the southeast quarter of Section 35,
Township 26 North, Range 44 Easf, Willamette Meridian; Spokane County, Washington,
the souther(y edge of which lies 14.00 feet nor#hwesterly, as measured perpendicular
and radial, from the following described line:
Commencing at the most Easteriy corner of Lot 5, Block 15 of Summerf'teld East Third
Addition as shown per Book 18 of Plats, page 31, said point being a 1/2" steel pin with
plastic cap mariced "Moore 18091";
Thence North 39°05'40" East, on the northwesterty line of Lot 1, Block 15 and Lot 2,
Block 16, per said Summerfield East Third Addition, a distance of 182.33 feet;
Avista Corporation Document No. Page 4 of 5
. . 4740419
Pa e: 3 of 5
" O~1912002 11;56A
. • CARflOII EAS $23.00 Spokane Co, WA
I certify that I know or have satisfactory evidence that ~y
, is the individual(s) who appeared be€ore
me, and said individual(s) acknowledged to me that he/$it signed this instrument, and hetvim
aclmowledged it as his/!wr free and voluntary act, for the uses and purposes mentioned in this
instrument.
DATED this day of AC , 2002.
NOTARY PUBLIC IN AND FOR WASHINGTON
. ~ ` . • ; Residing at: ';~i/11AO,6~ &V '
My Appointment Expires: /a/,~41
_A-2
'Tto► . ik.~\`
..........r''''~
Avista Corporation Document No. Page 3 of 5
4740419
- , Pa~e: 1 of 5
. 06.1912042 11:56A
CARRQIt EAS 323.06 Spokam Co, WA
above described property of the Grantor, that in the opinion of the Grantee, could interfere with
the safe and reliable operation of Grantee's facilities as described hercin, or that couid interfere
with the exercise of Grantee's rights as granted herein.
4. GRANTOR'S USE OF THE PROPERTY AND OTHER GRANTS OF EASEMENTS,.
Grantor reserves the right to use and enjoyment of the property described herein, but such use
shall not conflict or interfere with the Grantee's rights herein granted. Grantor shalt not
constnict, place or maintain any building or structures within said easement strip that would
interfere with the maintenance or safe operation of said facilities or that are nvt in compliance
with all safety and building codes, regulations and laws. Grantor reserves the right to grant
telephone and cable television and/or communication providers non-exclusive easements in the
described easements for the purpose of constructing, repairing and replacing underground teievision and cable lines and equipment, provided tha# such television andlor cable providers
shall be required to cooperate with dhe Grantee herein to maintain reasonable joint use of the
easements. Sunilazly, Grantee agrees to cooperate with such television and cable providers to
maintain reasonable joint use of the easements.
5. SUCCESSOR5 AND ASSIGNS. The rights and obligations of the parties shall be for
the benefit of and be binding upon their respective successors, heirs and assigns.
WITNESS this 30 day of 20 0:~,
C-1
Crrantor's Signature Gran.tor's Signature ~
~'J50 - C, . L, . c,
Print Grantor's Name Print Grantor's Name
Crrantor's Signature Grantor's Signature
Print Grrantor's Name Print Grantor's Name
Grantor's Signature Grantor's Signature
Print Grantor's Name Print Grantor's Name
STATE OF WASHINGTON )
)ss.
County of Spokane }
Avista Corporation Document No. Page 2 of 5
- ti"~~'t✓r
4740419
M1912002 o 115
56R
R
fAAROIL fAS S23.00 Spokane Co, WA
Retum Address:
Avista Carporation '~'~Te"F~`e~
L
~ ,~_~q. 20,0
Real Estate Deparknent
P. O. Box 3727 3VakWWCD"`tY1W=
Spokane, WA 99220-3727 _ g'°
. JOINT NATURAL GAS PII'ELTNE
AND UNDERGROUND ELECTRIC DISTWBUTION LINE EASEMENT
For and in consid ration of Mutual Benefits, the receipt of which is hereby acknowledged,
S.S 0 L L G; Ve, r, ~ G!. G> . having mailing address of
12 Z 111 Zo~.~1 mo ~~gokAvc W A,_, the undersigned, "Grantor(s)", hereby grant(s),
convey(s) and wamant(s) to the AVISTA CORPORATION, "Grantee", a Washington
Corporation, its successors, and assigns, and assorted oihcr Franchised Utilities, their resgective
successors and assigns, a perpetual, non-exclusive easement on, over, under, along and across,
real property identified by Assessor Parcel #(s) "kp'JS~~AtEP.A'A~~ d being located in
the South half (S%z) of Section 35, Township 26 North, Range 44 East, W. Spokane County,
State of Washington, described as follows:
See Exhibit "A" attached hereto for descriptions of Parcel 1 and Pazce12
1. PURPOSE. Grantee shall have the right to construct, reconstreict, operate, maint
repair, relocate, protect, and replace, a natural gas distribution hne and assorted natiu-ai gas
services, together with all necessary fixtures and appurtenances, and an underground electric
distribution line, together with all necessary fixtures and appurtenances, "facilities", on, over, ,
under, along, and across the herein described property, iri accordance with all applicable laws
and regulations. Said easements being strips of land ten (10) feet wide.
2. ACCESS AND DAMAGE. Graniee shall have access over and across the above
described property and adjoining property of the Grantor for the purpose of the installation,
repair and maintenance.
3. RIGHT OF WAY CLEARING AND MAINT'ENANCE. Grantee shall have the right
to cut, trim, and remove any and all brush, branches and trees, including danger trees, on the
Avista Corporation Document No. Page 1 of 5
1~` ■1 . . ~
• 471803•~~=-
Page: 4 of 1
~124f1002 10:55d
. C4UIitY ENGIEH EAS $0.00 Sookane Co, BA
-~fp
2ao' wrtx ~S
TE1ldItARY lNTUtAL
duu+ME ~sor~rr gY ~i}y .t
~ ~
g
IL
. 3~ y'~ Yr~• ~901
~
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ooROO~ , ~,~~~.`P Q ;pd
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~ ii'j st ' f:F l C -,."8 7 \ G
121';' ...i 5
' Q 12
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- - - ~\---1--•-- I r.N'°
~ 14' BORDER EASEMENT
~ SCALE' 1 250'
WYATT ENGINEERING. INC ~
1220 N. HOWARD ST.
SPOKANE. WA 99201
- FAX (509) 328-0423
(509) 328-5139 _
~ 4/1V02
679300EA5DWG
• `4718034
' 041i24l2002 o10:59
, - COU4i'! ENGINEER FAS $0.00 Sookane Co. FA
IN S WHEREOV, z haVe hereunuo seb 1"Y ':hand(~1 end seal(x) this •
ay7~f Zo oz . . . .
C
By: ~ \ • By. F\`~~^~ •
KENNETF_ J. TUPF~R
~
. STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss
I certify that I knbw or have satisfactory evidence fhei KENPTE'SH J. T[SPP£R (isJama) the individual(a) who appeaced befare me, and said individBal(s) acknowledged that •
'(helghdAO&A signed this iastcument, and aclmowiedged it to be (hislamthedt) free and volundary_ • _
act, for the uses and pucposes raentioned in the iastnment
Dated this a y~ ~ day of A 0~,~~ ip oz , . .
oFf ,CVk. 5CA.
' RAvrtono rU6LtC . Moon
ri07ARY P NOTAkiPUBLIC
srAre or wnsnmmnn ' Ia and for The State of Washington,
tcr cou~$ixi~ioos ~ ~ residingaiSpokene. . .
My Rpoimmment expires OJ -
~
- 4718034
Page: 2of4
~ 0472412042 10:55i1
, COUHiY ENGIItEEA E1S 3D.D0 Soakane Co. B1
Thence Nmth 43°49'Sd` East, a ftance d 78.14 feet Thence NodA 36 °OS'23' Wesi, a d}atam of 30.00 feek , •
Thence Nwh 23°59'36' WeA a dsFaMo(106.63 fea% ' fience NorBi 36°34'05' Wetit a dktavke oi52.371eet •
Thence NaAh 63°18'ZT West a distance oi49.94 feet • •
. Thence Noith 72°3T40' WasL a distanoe of 103.23 feet Thence SouM 89°55'UP Wesl, a dstance of 379.33 feet .
' Thence Sovlfi 70°18'47 West, a d3stance of 67.45 teet ,
Thence SouUi 19 ° 18'O7' F.ask, a dlsYartce'af 1Z2:51 teet b the beginning a( a 37250 foat curve, !he cenfiervf which bears
Soufi 13"5651' East and ttm Po{nt of Begimft ot said sauffierty Rne; •
Thence westerly on said Wrve, lluough a cenb-A angle o17°26'38', an aro dlstame of 48.39 feek
Thwe Sauth 68 °3TT8' West, a dshance at 9.31 iset Eo the tertninus of said souUierfy fu1e. The Bordcr Easemeat as shown heFeon is hereby granted to Spokane County and its authorized
- agents, aad to the Pubiic for Rosd ptaposes, including but not liwited to cutbs, sidewatks,
drainage, signage and other nsage dcemed necessary by the Spokane County Diviaion of
Engineecing for the safety and welfare of the Public. No fence or portion thereof will be
. constructed within said Easement withont pennissian of the 3pokane County Division of
Engineeriug, nor will any objects be placed in said Easemmt that would obstruct the sight
• distance necessary for safe and efficient vehicular movement Any other Easements granted or
dedicated within this Border Easement area will be subordinate to the rights created by this
Easement and are subject to Spokane Cotmty Division of Engineering permit process ptior to
usage.
The Easement and the agreements and duties pt+ovided for hetBin shall run with the Iand and shall
be binding on, and shall inm to the benefit of the parties referenced hereuy their heirs, ,
saccessars and assign,s.
The Grantor(s) or their successors in intete,st agree bo and sba11 maintain in good zepair the sidewalks, driveways and landscaping to be installed in sucb propertY, and when so doing shall
not be considered agents of Spokaae County.
Spokane.Coimty shaU maintain all disinage inlets, grates, pipes, and dry.wells used for the
disposal of public Road drainege.
- . _ , . ~ , _ _ _ • - -
_ - ~
~ • ~ ~ ' 4718034
Page: 1 of 4
CUUNiT EHGiHEEA 4412412C42 t0.551
. bkS . $0.00 Sbokane Co. pl
• After Recording ReMrn To: Spokane County Engineer . .
Attri.: Right of Way Department . '
Docvmant Title: Bacder Esaemcat
GtanUW(s): FIVE FIFTY, L_L.C. A WASHINGTON LIMITED LIABILITY COMPANY '
Grentee: Goveromint County of Spokana - . "
Legal Descaption: PTN. SEi. SEr r 35. - TWN. 26N. RC„ 44 RAST. il. M.
Addibonal Legal Desctiption See Pago 1:& 2
AssessoesTaxPa=elNumbcr: PTN•.aF 46354.9050 •
. Ret_r...._Number:
Log Tn Datc 4-19-02 ' GLORIA '
Aupost: P-1206 D RF~N bY2583 KoadNaIDe(IQ: CROWU_ RQAD • ,
SPOKANE CC3UNIY DIVTSION OF ENGINLE'.RING
• • Spokane County, Washington
- SOOO' BORDER FASEMENT . • .
TN THE MATTER OF CRQWNIROAII Rg rJQ, 2583
KNOW ALL MBN BY TfiESE PRNSENTS, Th2I tI18 G2aI]i0I(S) FIVE FIFTY, L_L. C. A
RTASgZNGTON LIMYTED LZABILZTY COMYANY ,
. ,
For and in consideration ofMutual Benefits, the ieceipt of which is hereby aclaowladged, grants .
. to the public and toSpokane CoiYnty, a political subdivision of the State of Washin,gton,, a .
BORDER EASENIENT to use the~ following descn~bed reat property situated in thp County of
Spokane, and the State of Washioon, to-wit: • ' AFFBCTS ASSESSORS PARCEL NO(&l.: 46354.9050
EASEtdENT LEG11L OESCRIPTION FOR 14.06 FOOT BORDER FASEMENT
A 14.00 foot wide stip of land in tliat portian of the soufheast quarter of 5edinn 35, Townstrip 26 North, Rartge 44 East YifiAamete .
Medd~an. Spokane Wwty~. Wazhingbn, the souE~erly Ilne of whirh is desrnbed as foitarr~ - • - .
Canmendng at the most EasCerly comer at Lot 5, Block 15 0( SammerQeld Eas! Thkd Add'i 'hon as sfwvm per 8dok 18 of Ptais yage
31. sald pourt beJng a 1I2' stael pin wifh plastic cap marked'Maare 18091', '
Thence North 39'0540' East, a► the noRhwestedy Iine of l.ct 1, Blodc is and lot2, Block 16, pes safd SummetieM E.~t
ltwd AddSan, a d"istance o118233 feet Thence NorBi 50 °54'20' West, a dstanoe of 3212 beet tn Ehe begiming of a 427,5O toot radias arve, the center of which
bears Nort 39°05'40' East
Thonce nortMHesterly on said ame. 9htough a centraf angfe o! 7°40'42". an m distance of 5729 Wk _
Rtenoa North 43° 1338 West, a dstance of 265.19 feet to ihe beginning o1 a 52250 toai radius curve, fhe center of which
bears SaAh 48°46'2Y Wesk .
~
Thence notihtivestedy an said artva. Uxough a central ang(e of 2°5fi32'. an arc dsfance at 26 83 feet .
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PER AFN 4719116 vN \
- - - - - - - - - - - - - ~ \
' 379.33' N7~
\
0 85.00' p tot,.oo' lp,74
2 ~ "►v~ ~ ~
r---------I r------------ 7
I I
sf ~ I LOT 5
i
10,757 sf
t ;R LOT 4
r 13,013 sf ~ ~ / \ \ `s•?~ `
14' wiDE LOT 3
J qi47' _ E~~ ~EN7 I I 14~025 Sf
_ _L7326_ L -1~ PARTIAL EXTIN6UI5HMENTI
OF EASEMENT PER / /
AFN 4740418. ~ LOT 2 s
9.47' - 1 /
L•7247' ~ 13,324 sf ~
~ L"7`154'
R•"500~, •~~6~ \ ~ \ 8\,6 ' ~ i~* i~co' i,
- - - - L-81.20- 4 rOT/ 1
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60RDEDRE
( O ~ FASFMF.NT ~ I In' WIf3F~
• . J ♦ l
Order No. SH-220157
10. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GR.ANTEE: Avista Corporation
PURPOSE: Construct, operate and maintain a natural
gas distribution line and assorted natural
gas services
AREA AFFECTED: This and other property
RECORDED: June 19, 2002
RECORDING NO.: 4740419
11. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: KJT Investments, L.L.C., a Washington
Limited Liability Company
TRUSTEE : Tra e .
BENEFICIARY: ive Fia
ifty, L.L.C., a Washington Limit~
Liabilit~r Company
ORIGINAL AMOUNT: y~,~UU.UO
DATED: September 9, 2002
RECORDED: September 10, 2002
RECORDING NO.: Not Available
Investigation should be made to determine the present balance owed by
contacting the appropriate lender/agency/individual.
DATED AS OF September 10, 2002 at 8:00 a.m.
TRANSNATION TIfE INSURANCE COMPANY
BY G , ~
/
For "service on" this order call:
(509) 922-2222 (FAX) 926-1519
Sean Heath, Title Officer
sc
Page 5 of 51
. • , • _ ^
Order No. SH-220157
5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GR.ANTEE: Trentwood Irrigation District No. 3
PURPOSE: Underground pipeline of the District for
the transportation and delivery of water,
of a size not exceeding 12 inches in
diameter
AREA AFFECTED: 10 feet on either wide of the following
centerline; commencing on West lie of this
property 1760.8 feet North of South
section line; thence Eat 15 feet to the
Point of Beginning; thence East 645.4
feet; thence South 1297.4 feet
DATED: January 12, 1966
RECORDED: January 17, 1966
RECORDING NO.: 171591C
6. BORDER EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
RECORDED: April 24, 2002
RECORDING NO.: 4718034
7. BORDER EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
RECORDED: April 26, 2002
RECORDING NO.: 4719115
8. TEMPORARY NATUR.AL DRAINAGE AND FLOOD RUNOFF LASEMENT AND THE TERMS AND
CONDITIONS THEREOF:
RECORDED: April 26, 2002
RECORDING NO.: 4719116
9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: Trentwood Irrigation District No. 3, a
municipal corporation
PURPOSE: Construct, operate and maintain water
distribution facilities
AREA AFFECTED: This and other property
RECORDED: June 12, 2002
RECORDING NO.: 4737969
Page 4 of 5 ;
I
~
Order No. SH-220157
VESTED IN:
KJT INVESTMENTS, L.L.C., a Washington Limited Liability Company.
~
EXCEPTIONS:
1. Taxes and assessments, if any, no search having been made thereof, as to
Parcel No. 46353.9074, 46354.9050.
Parcel Nos. are provided from the latest Assessor's Maps available to
the Company. Said parcel numbers are not a matter of the public record
therefor, the Company makes no assurance as to validity or accuracy
relating thereto.
2. Liability to future assessments by Trentwood Irrigation District No 3.
3. Reservations contained in deed, recorded on October 20, 1886 under
Recording No. 946, as follows:
Reserving and excepting from said lands such as are now known, or shall
hereafter be ascertained to contain coal or iron, and also the use of
such surface ground as may be necessary for mining operations; and the
right of access to such reserved and excepted coal and iron lands for
the purpose of exploring, developing and working the same.
4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: The United States of America
PURPOSE: Electric power transmission line and one
or more telephone and/or telegraph lines
with right to clear right of way and keep
clear of brush, timber, inflammable
structures, and fire hazards with right to
remove dangerous trees
AREA AFFECTED: 500 foot strip 175 feet Northeasterly of
and 325 feet Southwesterly of following
centerline: commencing on North line of
said Section, 703.5 feet East of Northwest
corner; thence South 43039' East, 5933.5
feet
DATED: August 25, 1942
RECORDED: January 19, 1943
RECORDING NO.: 572309A
Page 3 of 5
Order No. SH-220157
LEGAL DESCRIPTION
That portion of the Southeast quarter of Section 35, Township
26 North, Range 44 East, W.M., described as follows:
BEGINNING at the most Easterly corner of Lot 5 in Block 15 of
SUMMERFIELD EAST THIRD ADDITION as per plat thereof recorded
in Volume 18 of Plats, Page 31, said point being a 1/2" steel
pin with plastic cap marked "Moore 18091"; thence North
39005140" East, on the Northwesterly line of Lot 1 in Block 15
and Lot 2 in Block 16; per said SUNIIMERFIELD EAST THIRD
- ADDITION, a distance of 182.33 feet; thence North 50054120"
West, a distance of 32.12 feet to the beginning of a 427.50
foot radius curve, the center of which bears North 39005140"
East; thence Northwesterly on said curve, through a central
angle of 7040142" an arc distance of 57.29 feet; thence North
43013138" West, a distance of 265.19 feet to the beginning of
a 522.50 foot radius curve, the center of which bears South
46046122" West; thence Northwesterly on said curve, through a
central angle of 205613211, an arc distance of 26.83 feet;
thence North 43049150" East, a distance of 78.14 feet; thence
North 36006123" West, a distance of 30.00 feet; thence North
23059136" West, a distance of 106.63 feet; thence North
36034105" West, a distance of 52.37 feet; thence North
63018127" West, a distance of 49.94 feet; thence North
72037140" West, a distance of 103.23 feet; thence South
89055100" West, a distance of 379.33 feet; thence South
70018102" West, a distance of 67.45 feet; thence South
19018107" East, a distance of 122.51 feet to the beginning of
a 372.50 foot curve, the center of which bears South 13055154"
East; thence Westerly on said curve, through a central angle
of 702613811, an arc distance of 48.39 feet; thence South
68037128 West, a distance of 9.31 feet; thence South 21022'32"
East, a distance of 45.00 feet; thence South 0005100" East, a
distance of 297.04 feet; thence South 1502513711 East, a
distance of 39.42 feet; thence South 0000100" East, a distance
of 122.36 feet to the North line of Lot 7, Block 5 of
SUMMERFIELD EAST FIRST ADDITION as per plat thereof recorded
in Volume 17 of Plats, Page 32, thence on the Northerly lines
of said SUNIlMERFIELD EAST FIRST ADDITION, the following three
courses: North 79035156" East, a distance of 105.22 feet;
South 65027123" East, a distance of 75.56 feet; North
74028106" East, a distance of 120.00 feet to the Northeast
corner of Lot 1, Block 9 of SUMMERFIELD EAST FIRST ADDITION
and the West line of Lot 11, Block 15 of said SUMMERFIELD EAST
THIRD ADDITION; thence on the Westerly, Northerly and Easterly
lines of said Block 15, the following four courses: North
10°11'O1" West, a distance of 74.99 feet; North 0005100" West, ~
a distance of 247.50 feet; thence South 70053105" East, a
distance of 220.88 feet; South 43011100" East, a distance of
409.83 feet to the Point of Beginning;
Situate in the County of Spokane, State of Washington.
Page 2 of 5
' ' . ~
TRANSNATION TITLE INSURANCE COMPANY
NORTH 7 2 O ARGONNE
SPOKANE, WASHINGTON 99212
Prepared for:
Order No.: SH-220157
REN TUPpER
322 N. UNIVERSITY
cc: Wyatt Engineering Inc.
F I F T H
P L A T C S R T I F I C A T E
Certificate for filing Plat of:
SUMMERFIELD EAST FOURTH ADDITION
In the matter of the subdivision to be submitted to Spokane County for
. approval, this company has examined the records of Spokane County Auditor's
and Clerk's offices, and the records of the Clerk of the United States
District Court holding terms in said county. This certificate is made for
the purpose herein specified, and is not to be used as a basis for closing
any transaction. Liability is limited to the amount, if any, paid for this
certificate. From such examination, the company hereby certifies the title
to the following described land, in said Spokane County, to-wit:
See Legal Description
Pag,e 1 ofVA5-1* ,